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HomeMy WebLinkAboutSpanish Walk Esperanza Models Landscape Plans �I REVISIONS SPANI SH WALK ESPERANZA REV. SHT. DESCRIPTION DATE BY 0 AJINIERS/Ml1RPF1Y t PARTNBtS,QVG WrDSG1PE i1RUiTE(TS TRACT # 33837 _UV7 COAST HGHWAY,ARTS M DV"P All CNNOOM Wwg (949)443 1446 W(949)4-1 �NDIMF— SCgp � 0 Murphy 9,Qi �- , T PAL ui , _ - D S M t: E CALItmORNIA Signature 1 7-31-14 r # Renewal Date 10 Date te �P SUBMITTED FOR APPROVAL OF-CAL DATE MODELS LANDSCAPE PLANS APPROVED DATE se .. cw �cs o�d RELEASED FOR BIE, e DATE _ . :,e e;cli-`ve CONSTRUCTION SET ISSUED reir L se c-lld r--- DATE ry ^ ce for 'w c `-e. WEr2 p�PDored Rc Usc cC'c— AGENCY APPROVALS TURNED° TO BE COMPLETED AND C ONSTRUCTION NOTES AND LEGEND VICINITY MAP methoc. n Wnoie Dirt. IN AT FINAL wALK) CONSULTANTS nr°�ioitec except by W Der-;ss;on ;rcT F^,, CERTIFICATE OF PROJECT COMPLETION Project Name: Parcel Map or Tract No.: Project Location: NOTES LANDSCAPE ARCHITECT IRRIGATION SUMMERS / MURPHY PARTNERS, INC. SUMMERS / MURPHY PARTNERS, INC. Maximum water Allowance: I. THE CONTRACTOR SHALL PROVIDE ALL LABOR, TRANSPORTATION, 341 Q7 PACIFIC COAST H I G (In hundred cubic feet) HWA'r' 541 ql PAG I F I G COAST H 1 GHNAY MATERIALS, AND SERVICES NECESSARY TO FURNISH AND INSTALL ALL DINAH SHORE DRIVE DANA POINT, CALIFORNIA g262q DANA POINT, CALIFORNIA a262? Estimated Total Annual water use: CONSTRUCTION ELEMENTS AS SHOWN ON THE DRAWING5 AND SPECIFIED PHONE: (714) 642-4471 HEREIN. SI TE CONTACT: PHONE: (714) 642-4471 (in hundred cubic feet) JOF LASCOLA CONTACT: JOE LASGOLA y CALIFORNIALICENSED LENSED- 2. ALL WORK SHALL BE PERFORMED BY A C27 S� Preliminary Protect Documentation Submitted: (initials indicates submittal) / CONTRACTOR. AVENUE 35 \70 �,� CIVIL ENGINEER ARCHITECT 1. Grading design plan Z I 3. CONSTRUCTION AND INSTALLATION OF ALL LANDSCAPE ITEMS SHALL BE w ��' FF� O 2. Landscape design plan ACCORDING TO STATE, COUNTY AND LOCAL GORES, ORDINANCES AND UP ¢ qy PANGAEA LAND CONSULTANTS.ING ROBERT HIDEY ARCHITECTS, INC. i g g p TO GAL-05HA SAFETY ORDERS REGARDING PERFORMANCE OF WORK. GERALD ��2,p 2554 LA MIRADA, SUITE H 7555 IRVINE COURT DRIVE #200 3. Irrigation design tan VISTA CALIFORNIA C12081 I RV I NE CALIFORNIA ALIFORNIA g2615 A \ 4. Irrigation schedules 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING THEMSELVES FAMILIAR �'f'p PHONE: (760) 726-4252 PHONE: (Ci49) 655-1550 \" Post installation Inspection: (initials indicate completion) WITH THE NATURE AND LOCATION OF ALL UNDERGROUND UTILITIES, PIPES FAX: (760) 727-1405 DR Q CONTACT:MARGARET SICKA 0 AND STRUCTURES. THE CONTRACTOR SHALL TAKE 50LE RESPONSIBILITY Q CONTACT: CHUCK GLASS A. Plants installed as specified FOR ALL COSTS INCURRED DUE TO DAMAGE AND/OR REPLACEMENT OF af SAID UTILITIES, INCLUDING DELAYS. `'' w RANCHO ' I�RAGE o PALM o DESERT RT B. Irrigation systems installed as designed F- Comments: 5. ANY DISCREPANCIES BETWEEN THE FIELD CONDITIONS AND THE CONTRACT `� SHEET INDEX DOCUMENTS AND/OR THE DESIGN INTENT AFFECTING THE SUCCESSFUL FRANK SINATRA DRIVE Y \ COMPLETION AND G05T OF THE PROJECT SHALL 8E REPORTED TO THE o U SHEET NO. SHEET DESCRIPTION OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT IMMEDIATELY. A copy of this certification has been provided to Owner/Developer and District ALL WORK RELATED TO THE PROBLEM AREA SHALL CEASE UNTIL THE Comments: DISCREPANCIES HAVE BEEN RESOLVED BY THE OWNER (J T TITLE SHEETOB R VICINITY MAP CL CONSTRUCTION LAYOUT SUPERINTENDENT) OR LANDSCAPE ARCHITECT IN WRITING. ANY CD-1 CONSTRUCTION DETAILS CONTINUATION OF WORK PRIOR TO THE RESOLUTION OF DISCREPANCIES IS N.T.S. CD-2 CONSTRUCTION DETAILS 2 It is my opinion that the work outlined above has been completed in substantial accordance with Coachella Valley Water District AT THE CONTRACTOR'S RISK AND EXPENSE. CD-3 CONSTRUCTION DETAILS 0 MAPand The City of Palm Desert's Landscape and Irrigation Guidlines. LOCATION AP IP-1 IRRIGATION PLAN J LEGEND IP-2 IRRIGATION PLAN U Q Landscape Architect Signature Date License No. IC-1 IRRIGATION LEGEND, CALCS AND NOTES 0IC-2 IRRIGATION LEGEND, CALCS AND NOTES DIAMETER (33.60) EXISTING SPOT ELEVATION ID-1 IRRIGATION DETAILS Z V GID FF FINISH FLOOR ELEVATION 35.60 PROP05ED SPOT ELEVATION IS-1 IRRIGATION SPECIFICATIONS GF GARAGE FLOOR ELEVATION HT HEIGHT \� PL-1 PLANTING LEGEND O OJ —WATER CONSERVATION STATEMENT PE PAD ELEVATION BGR BEGINNING OF CURB RADIUS d S TP-1 TREE, VINE & GROUNDCOVER PLANTING PLAN ¢ ()TIN TOP OF WALL EGR END OF CURB RADIUS SP-1 SHRUB PLANTING FLAN O N THE LANDSCAPE AND IRRIGATION DE5ICGN INCLUDED IN THI5 LAND50APE TP TOP OF FOOTING ELEVATION Tr-, TOP OF CURB / �C/J• iQ PD-1 PLANTING DETAILS Z PACKAGE INCORPORATES A DRIP IRRIGATION SYSTEM. BA BOTTOM OF WALL BG BOTTOM OF CURB I y� S'� _ a THE PLANTING DESIGN USES DESERT PLANTS COMPATIBLE WITH LOW WATER T5 TOP OF STEP EJ EXPANSION JOINT �Q���� PS-1 PLANTING SPECIFICATIONS Z Q r U5AGE AND THIS DESIGN MEET5 THE G I TY OF PALM DESERT'S WATER USE B5 BOTTOM OF STEP 51 SCORE JOINT A 'S, 3 cv O REOU I REMENTS. GB CATCH BASIN 50 5AW GUT '9C Ch, O 0 C4 .. FG FINISH GRADE R RADIUS REFER TO SHEET L-23 FOR THE G.V.W.D. WATER CONSERVATION CONCEPT FS FIN15H SURFACE RDWD REDWOOD STATEMENT. HP HIGH POINT HDR HEADER ,\\\ �j� O LP LOW POINT LA LANDSCAPE ARCHITECT �0 CITY OF PALM DESERT LANDSCAPE FL FLOW LINE. MIN MINIMUM INSPECTION SCHEDULE CB CA CENTER MAX MAXIMUM J MASTIC JOINT a TG TOP OF GRATE ELEVATION TYP TYPICAL INV INVERT ELEVATION Q _ J Z �U SLEEVING / 6lZ4DING PA PLANTING AREA - Q 2 � a. Sleeve diameter, type depth and location BB BOND BEAM ELEVATION NT5 NOT TO SCALE \" `�r b. Soil surface drainage, elevations and trash (Including weeds d rubble) II �� � w — 0 V D — cc W p ALIGN I I , - a lPNDSC�APE PACKAGE a J � DATE: < W 2) HARDSGAPE / BOULDERS-GOBBLE R I O a. Sidewalk and wall layout _ W y 1.095 GRADIENT I N PERCENTAGE o f k , k 28 b. Utilities location ; �� LAPIDSCAPE NIANAGEl�-�';1 `, c. Boulder type, size, welght and placement Y ti W a 4:I RATIO: 4' HORIZONTAL DISTANCE PER I' OF VERTICAL HEIGHT �� t J CV) W z 5) IRRIGATION SYSTEM ROUGH-IN a. Trench depth R RIDGE Q� b. Pipe size and class c 68. Pressure test (125 psi for & hours) GRADE BREAK U M a M U. 11 4) PLANT MATERIAL (trees d shrubs) DIRECTION OF FLOW J FRA K SINAT i �- O Z a 0 G o. Condition b. T DRAINAGE PIPE KEY MAP c. T p®ement ------ ROJ GT a a c — O 5) GRouNDe OVER (Decomposed granite) ® ATRIUM DR LOCATION 00 DRAIN LOCATION TO SCALE 3 SHEET DESCRIPTION 0. R TITLE O DECK PLAN SET 'A' - CITY/CVWD SUBMITTAL #1 5/25/15 -0 SHEET b. Depth and spacing DRAIN Y/GVWD SUBMITTAL #2 10/2/13 C.- Compaction PLAN SET 'B' - CIT CITY APPROVAL N PLAN SET 'G' - CITY/CVWD SUBMITTAL #3 10/I6/I3 Z 6) FINAL 0 TURF DRAIN NOTES 1 O a. Irrigation 10 Valves, boxes and wiring �-31-- PROPOSED CONTOUR NOTE: DE51� SMP I Z �� * Controller operation and site specific yearly Irrigation ANY CHANGES TO THE APPROVED PLAN MUST BE SUBMITTED IN WRITING TO These plans have been reviewed by the Coachella Valley Water District in SMP schedule r--31-� EXISTING CONTOUR y THE CITY OF PALM DESERT FOR APPROVAL PRIOR TO INSTALLATION p, T accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8.Section O Gi��(required by City of Palm Desert Water Efficient Landscape . 1� c a ° ' R 65597 et se . requiring efficient landscape and imgation design 9 n b p in cooperation with r SMP ti< � ' NOTE: the local governing agency(City or County). "Approval of this drawing by CVWD DATE Ordinance) BERM - BUILT-UP LANDSCAPE GRADE staff does not constitute a r 0 � I _ * Sprinkler, bubbler and / or drip emitter type, flow rate and :' ALL CONCRETE, MASONRY, WOOD AND STEEL WORK IDENTIFIED AS approval to encroach into district and USBR Rights-of-Wad- O 1-7-I3 ' O / S T R t G Trees,plants,walls,and permanent structure of any kind may not be planted or D quantity per plant. f PART OF THESE PLANS ARE NOT PART OF THE CITY OF PALM DESERTS �• 616974 �Y' , installed in CVWD and USBR easeme right-of- ay without fi obtaining an '� * overa I i operation —DETAIL REFERENCE 1 LANDSCAPE DEPARTMENTS INSPECTION AND APPROVAL PROCESS. croachment permit from CVWD. m Z As built —SHEET LOCATION , CAD FILE b Tree stakin 1 t c. O g —SECTION REFERENCE . APPROVALS T 15 THE OWNER'S RESPON51 B i L I TY TO OBTAIN ANY ADDITIONAL DATE ?� V) vera ATER �ANA EIViENT REP: TME>\T j m ' - r THAT ARE NECESSARY FOR WORK THAT 15 TO BE SHEET NUMBER O "* M at4 ' / * NOTE SHOULD ANY OF THE ABOVE INSPECTIONS FAIL AFTER 2 —SHEET LOCATION t w PERFORMED AS PART OF THESE PLANS SPECIFICATIONS UNDER OTHER L40887 ,` o* ar.� � DEPARTMENT'S JURISDICTION. CVWD PLAN# --- EVELOPMENT R CE DEPART����i Z" Ci ATTEMPTS THERE WILL BE A FEE ASSESSED FOR ANY RE-INSPECTIONS. � � 4 - ` \ W I OF 15 SHEETS Pl AA/ _CPT"r" -1'n_-1-7 10 I i REVISIONS SPANISH WALK ESPERANZA REV. SHT. DESCRIPTION DATE BY a PARTNIAS,NC LVOSCIVE ARCHiEM MW C'.QkST H"MAY,SURE WO DNM PCWT,CAJORW 926B (949i 443.140 FAX"44331631 TRACT # 33837 A �NDSCA o 4 CO�,. IAurpy ItCITY OF ALM DESERT CALIFORNIA I 1 7-31-14 9,pc� 0 % Date 9^ature it II--21-0 * Date �P �TF OF CALIFO�� SUBMITTED FOR APPROVAL DATE MODELS LANDSCAPE PLANS APPROVED _ DATE These drawirgs and/or ;he RELEASED FOR BID accorrpanyirg specificatiors are the exclusive property o` DATE CONSTRUCTION SET ISSUED Inc. a d the ruse ers and publi- publi- DATE catior shall be restricted to the original site for which they were prepared. Re-use, reprc- ductior or publication by any AGENCY APPROVALS (FORM TO BE COMPLETED AND CONSTRUCTION NOTES AND LEE CONSULTANTS O LEGEND NSU T method, in whole or part, is MAP CO prohibited except by wn;;er VICINITY 1-V \P perr^is rs `rom hy, it/ TURNED IN AT FINAL WALK Summers & Murphy, Irc. CERTIFICATE OF PROJECT COMPLETION I Project Name: Parcel Map or Tract No.: LANDSGAI—�7 E AROH I TEGT IRRIGATION Project Location: NOTES 5UMMER5 / MURPHY PARTNERS, INC. 5UMMER5 / MURPHY PARTNER5, INC. Maximum Water Allowance: 1. THE CONTRACTOR SHALL PROVIDE ALL LABOR, TRANSPORTATION, 341 q� PAG I F I G COAST HIGHWAY 341 q� PACIFIC COAST HIGHWAY (In hundred cubic feet) MATERIALS, AND SERVICES NEGE55ARY TO FURNISH AND INSTALL ALL DINAH SHORE DRIVE DANA POINT, CALIFORNIA g262q DANA POINT, CALIFORNIA g262q Estimated Total Annual Water Use: CONSTRUCTION ELEMENTS A5 5HOWN ON THE DRAWING5 AND SPECIFIED SITE PHONE: (114) 642-44-71 PHONE: ('714) 642-44'7I HEREIN. CONTACT: JOE LA5COLA (in hundred cubic feet) CONTACT: JOE LASGOLA Preliminary Project Documentation Submitted: (initials indicates submittal) 2. ALL YiORK GONTRAGTORALL BE PERFORMED BY A C-21 CALIFORNIA LICENSED w AVENUE 35 y170 F CIVIL ENGINEER ARCHITECT Z 1. Grading design plan Z (y 'QF� Q 5. CONSTRUCTION AND INSTALLATION OF ALL LANDSCAPE ITEMS SHALL BE 'OR,Q �qy PAN6AEA LAND CON5ULTANT5.INC ROBERT HIDEY ARCHITECTS, INC. 2. Landscape design plan ACCORDING TO STATE COUNTY AND LOCAL CODES, ORDINANCES AND UP a Rqi 2554 LA MIRADA SUITE H '7555 IRVINE COURT DRIVE #200 3. Irrigation design plan TO GAL-05HA SAFETY ORDERS REGARDING PERFORMANCE OF WORK. GERALD �Rpgo VISTA, CALIFORNIA g2051 IRVINE, CALIFORNIA C12615 °L UJ 0 PHONE: (160) -126-4232 PHONE: (q4q) 655-1550 4. Irrigation schedules 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING THEMSELVES FAMILIAR FAX: ('760) '72'7-1405 CONTACT:MARGARET SIGKA p WITH THE NATURE AND LOCATION OF ALL UNDERGROUND UTILITIES, PIPES a DR. CONTACT: CHUCK CPLA55 Post installation Inspection: (initials indicate completion) AND STRUCTURES. THE CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY A. Plants installed as specified FOR ALL COSTS INCURRED DUE TO DAMAGE AND/OR REPLACEMENT OF w w SAID UTILITIES, INCLUDING DELAYS. RANCHO MIRAGE: o PALM o DESERTU B. Irrigation systems installed as designed Of SHEET INDEX 5. ANY DISCREPANCIES BETWEEN THE FIELD CONDITIONS AND THE CONTRACT 0 Comments: DOCUMENTS AND/OR THE DESIGN INTENT AFFECTING THE SUCCESSFUL FRANK SINATRA DRIVE Y COMPLETION AND COST OF THE PROJECT SHALL BE REPORTED TO THE o SHEET NO. SHEET DESCRIPTION OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT IMMEDIATELY. T TITLE SHEET A copy of this certification has been provided to Owner/Developer and District ALL WORK RELATED TO THE PROBLEM AREA SHALL CEASE UNTIL THE CL CONSTRUCTION LAYOUT Comments: DISCREPANCIES HAVE BEEN RESOLVED BY THE OWNER (JOB O R VICINITY MAP CD-1 CONSTRUCTION DETAILS o SUPERINTENDENT) OR LANDSCAPE ARCHITECT IN WRITING. ANY CONTINUATION OF WORK PRIOR TO THE RE50LUTION OF DISCREPANCIES IS N.T.S. CD-2 CONSTRUCTION DETAILS CD-3 CONSTRUCTION DETAILS AT THE CONTRACTOR'S RISK AND EXPENSE. LOCATION MAP CS-1 CONSTRUCTION SPECIFICATIONS J It is my opinion that the work outlined above has been completed in substantial accordance with Coachella Valley Water District IP-1 IRRIGATION PLAN and The City of Palm Desert's Landscape and Irrigation Guidlines. LEGEND IP-2 IRRIGATION PLAN Landscape Architect Signature Date License No. IC-1 IRRIGATION LEGEND, CALCS AND NOTES Z V IC-2 IRRIGATION LEGEND, CALCS AND NOTES DIAMETER (55.60) EXISTING SPOT ELEVATION ID-1 IRRIGATION DETAILS O 3 FF FINISH FLOOR ELEVATION 55.60 PROPOSED SPOT ELEVATION O WATER CONSERVATION STATEMENT P6F GARAGE E PAD ELEVATION ELEVATION BCR HEIGHT BEGINNING OF CURB RADIUS ! \\\ ,, IS-1 IRRIGATION SPECIFICATIONS � J d IS-2 IRRIGATION SPECIFICATIONS C� TW TOP OF WALL ECR END OF CURB RADIUS sC ��� PL-1 PLANTING LEGEND �_ N TF TOP OF FOOTING ELEVATION TG TOP OF CURB &/�. TP-1 TREE, VINE &GROUNDCOVER PLANTING PLAN THE LANDSCAPE AND IRRIGATION DESIGN INCLUDED IN TH15 LANDSCAPE BW BOTTOM OF WALL BC BOTTOM OF CURB � , y S�. 3P_1 SHRUB PLANTING PLAN �°++ � O PACKAGE INCORPORATES A DRIP IRRIGATION SYSTEM. T5 TOP OF STEP EJ EXPANSION JOINT ��oy -/' PD-1 PLANTING DETAILS 8 o THE PLANTING DESIGN USES DESERT PLANTS COMPATIBLE WITH LOW WATER A PS-1 PLANTING SPECIFICATIONS p Q n us 0 USAGE AND THIS DESIGN MEETS THE G I TY OF PALM DESERT'S WATER USE 55 BOTTOM OF STEP 5J SCORE JOINT ,9C tijC GB CATCH BA51 N SC SAW GUT REQUIREMENTS. F6 FIN15H GRADE R RADIUS ! /� R /0 F5 FIN15H SURFACE RDWD REDWOOD REFER TO SHEET L-25 FOR THE C.V.W.D. WATER CONSERVATION CONCEPT STATEMENT. O HP HIGH POINT HDR HEADER � �0 LP LOW POINT LA LANDSCAPE ARCHITECT CvED OI04 LINE CITY OF PALM DESERT LANDSCAPE FL FL CENTER MIN MINIMUM MAXIMUM \ :� nd a it P� INSPECTION SCHEDULE GB CATCH BASIN MJ MASTIC JOINT d, �a - T& TOP OF &RATE ELEVATION __-- ® `Y Z S TYP TYPICAL _ _ Revievu�d B � Z0 5LEEVIN6 / 6RADIN& INV INVERT ELEVATION PA PLANTING AREA I) ��� Lands 1 � r W I cc a. Sleeve diameter, type depth and location BB BOND BEAM ELEVATION NT5 NOT TO SCALE ILL _ . . , . . Date , T a 0 � ILb. Soil surface drainage, elevations and trash (Including weeds # rubble) d-b ALIGN ~ CITY of T I 2) HARDSGAPE / BOULDERS-GOBBLE - P` '3LIC at r �' '�_ --1 W - a. Sidewalk and wall layout 1.0% GRADIENT IN PERCENTAGE Wr b. Utilities location LLY aD c. Boulder t9pe, size, weight and placement 4:1 RATIO: W HORIZONTAL DISTANCE PER I' OF VERTICAL HEIGHT tl 5) IRRIGATION SYSTEM ROUGH-IN R RI06E W a. Trench depth 39 = �k b. Pipe size and class 6B U IL GRADE BREAK c. Pressure test (125 psi for b hours) F RA K S I NAT i V J 4) PLANT MATERIAL (trees 4 shrubs) DIRECTION OF FLOW a a. Condition fi�ROJEGT KEY MAP b. Type ------- DRAINAGE PIPE �D c. PT�ement LOCATION NOT TO SCALE PLAN SET 'A' - CITY/CVWD SUBMITTAL #1 6/25/15 � H� 5) &ROUND COVER (Decomposed granite) ® ATRIUM DRAIN �0 R-�`� PLAN SET 'B' - CITY/CVWD SUBMITTAL #2 10/2/15 1 TITLE a. Type O DECK DRAIN PLAN SET 'C' - CITY/CVWD SUBMITTAL #5 10/16/15 SHEET CITY APPROVAL NOTES PLAN SET D - CITY/GVWD SUBMITTAL #4 II/21/13 . Dept and spacing ' ' c. Compaction 6) FINAL Q TURF DRAIN � DE5ICH�D SMP Z a. Irrigation PROP05ED CONTOUR NOTE' SMP * Valves, boxes and wiring ANY CHANGES TO THE APPROVED PLAN MUST BE 5UBMI17ED IN WRITING TO These plans have been reviewed by the Coachella Valley Water District in M D�tAVVTd * Controller operation and site specific yearly Irrigation THE CITY OF PALM DESERT FOR APPROVAL PRIOR TO INSTALLATION p, T E accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8.Section O Q'�ED SMP --9i—� EXISTING CONTOUR R 65597 et seq.requiring efficient landscape and irrigation design in cooperation with schedule the local governing agency(City or County)."Approval of this drawing by CVR� (required by Gity of Palm Desert Water Efficient Landscape =� NOTE: g g g y( y ty pp g a "a DATE I I-21-15 C BERM - BUILT-UP LANDSCAPE GRADE staff does not constitute approval to encroach into district and USBR Rights-of-Way. Ordinance) 1 ALL CONCRETE, MASONRY, WOOD AND STEEL WORK IDENTIFIED AS O Trees,plants,walls,and permanent structure of any kind may not be planted or Sprinkler, bubbler and / or drip emitter type, flow rate and PART OF THESE PLANS ARE NOT PART OF THE CITY OF PALM DE5ERT'5 S T R i installed in CVWD and USBR easements or right-of-way without first obtaining an )06 Na 6I6g74 quantity per plant. —DETAIL REFERENCE encroachment permit from CVWD. m Z ' Overall operation LANDSCAPE DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. 0 CAD FILE • As built —SHEET LOCATION . . CalIT 15 THE OWNER'S RESPONSIBILITY TO OBTAIN ANY ADDITIONAL DATE WATER MANAGEMENT DEPARTMENT m � b Tree staking —SECTION REFERENCE APPROVALS THAT ARE NEGE55ARY FOR WORK THAT 15 TO BE c Overall PERFORMED AS PART OF THESE PLANS / SPECIFICATIONS UNDER OTHER IV T�i — T MENT Q NOTE"' SHOULD ANY OF THE ABOVE INSPECTIONS FAIL AFTER 2 SHEE LOCATION DEPARTMENT'S JURISDICTION. CVWD PLAN# DEVELOPMENT SERVICE DEPART ATTEMPTS THERE WILL BE A FEE ASSE59ED FOR ANY RE-INSPEGTION5. W 1 OF 18 51fET5 PLAN SET "D" 11-21-13 IN NOTE: CONSTRUCTION NOTES: I. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND UT/L/TY 57�IBOL LE6EN17 KEY MAP ALL CONCRETE, MA5ONRY, WOOD AND STEEL WORK IDENTIFIED AS ADJUST AS NECESSARY WHILE MAINTAINING THE DESIGN CONCEPT. PART OF THESE PLANS ARE NOT PART OF THE CITY 2. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO OF PALM DESERT 5 BEGINNING ANY WORK AND CONTACT LANDSCAPE ARCHITECT FOR ® TYPICAL A/C LOCATION ® BUBBLER BOX / LAND5GAPE DEPARTMENT'S INSPECTION AND APPROVAL PROGE55. AUTHORIZATION IF MODIFICATIONS ARE NECESSARY. 5. PAVING CONTRACTOR SHALL COORDINATE WITH DRAINAGE o ER TRAN5FORMER (ABOVE GROUND) IT 15 THE OWNER'S RE5PON5I5ILITY TO OBTAIN ANY ADDITIONAL CONTRACTOR, IRRIGATION CONTRACTOR AND ELECTRICIAN TO DRAIN PIPE ENSURE THAT ALL SLEEVES AND CROSSINGS ARE PROVIDED PRIOR ✓ _ APPROVALS THAT ARE NEGE55ARY FOR WORK THAT 15 TO BE TO PLACING OF PAVING, CONCRETE, ETC. P"'�X PRIMARY PULLBOX (FLU5H) A'9 / � �� •PnRT'>le�s'roc PERFORMED AS PART OF THESE PLANS / SPECIFICATIONS UNDER OTHER 4. VERIFY WITH THE PROJECT SOILS ENGINEER THE NEED FOR FLOW LINE C�/A G'y LANDSCAPE WFWAs 34197 COAST HQIWAY,SUTE 200 RE I NFORG I NG BASE MATERIALS, PRESATURATI ON, ETC., FOR WALKS, /C �+�.��+� DEPARTMENT'S JURISDICTION. PATIOS, FOOTINGS, ETC. MB-a8 MAILBOX / ,43-,,,6 F""��'�' 5. EXPANSION JOINTS OCCUR AT BOTTOM OF STEPS, CHANGE IN �iQ L30ULDER $ ROCK NOTE DIRECTION OF CONCRETE WALKS ADJACENT TO BUILDINGS AND o 1*7 X50 ELECTRICAL BOX (FLU5H) t IIIOV. BOLLARD LIGHT �'9 DREG/5E 6RA17/NG PL�4N NOTE ALL LANDSCAPE BOULDERS TO BE " DESERT TAN" WHERE NEW CONCRETE PAVING ABUTS EXISTING SIDEWALKS AND/OR E< o�,r,oscgp�, THE PRECI5E GRADING PLANS PREPARED BY - CONTRACTOR TO PROVIDE QUANTITIES 4 SIZES CURBS. THE RECOMMENDED SPACING FOR EXPANSION JOINTS IN e �Q�c,G 4. Murp6 q,Qc PANGEA AND APPROVED BY THE CITY OF PALM A5 PER 5PEC5. TO BE VERIFIED BY LANDSCAPE WALKS 15 Ib'-O" O.G. FOR CONTINUOUS WALKS UNLESS OTHERWISE Te 1'1"X50" TELEPHONE BOX (FLU5H) ® OUT-DOOR HANGING LIGHT \� �; `�� 4-, -s RECOMMENDED BY SOILS ENGINEER. DESERT SHALL BE 155UED TO ALL BIDDERS AND ARCHITECT W INSTALLING CONTRACTOR(5). THE PRECISE PROJECT TOTAL QUANTITY 6. SCORE JOINTS OCCUR WHERE SHOWN ON PLAN AND A5 NECESSARY o q"X41" GABLE TV. BOX (ABOVE GROUND) - - — -+ GRADING PLAN 15 AN INTEGRAL PART OF THESE 25% - 18 TO MINIMIZE AND CONTROL CRAGKINO OF CONCRETE PAVING. s TREE- UPL16HT LIGHT w sigrwtue �� _ 2q 1. ALL CONSTRUCTION SHALL CONFORM TO ALL LOCAL CODES AND ~ R��14 LAN05CAPE PLANS, AND INDICATES ALL NECESSARY FIN15H SURFACE / FIN15H GRADE 25% - 56" ORDINANCES. 0 IRRIGATION CONTROLLER / POWER FED. I1-21-G ELEVATIONS, DRAIN HEAD AND DRAIN LINE 6. ALL PRODUCTION WALKS, STOOPS AND DRIVEWAYS ARE TO THI5 PLAN REFLECTS RECOMMENDED o t qT � LOCATIONS. ALL DRY STREAM BED ROCK TO BE 2" TO 6" "DOB RECEIVE A MEDIUM BROOM FINISH UNLESS OTHERWISE NOTED. FIRE HYDRANT LIGHT FIXTURE LOCATIONS ONLY. THE £OFCALtF�� RIOS" UNLE55 NOTED OTHERWISE. 41. FINISH SURFACE OF CONCRETE TO BE 1/2 MINIMUM BELOW STUCCO OWNER SHALL HAVE THEIR ELECTRICAL ACTUAL HOUSE PLOTTING, LOT CONFIGURATION AND AGREED; VERIFY IN FIELD AND ADJUST GRADES IF NECESSARY TO WATER METER ENGINEER RECOMMEND ACTUAL FIXTURES. CONTRACTOR SHALL INCLUDE COBBLE AROUND ACHIEVE THIS. ELECTRIC ENGINEER SHALL BE FINAL WALKWAY DRI VEWA L D �� _ / Y LAYOUT SHALL CONFORM TO THE LOT SPECIFIC PLOTTING SHOWN ALL DRAINS IF NOT ALL READY CONTAINED WITHIN 10. STEP TREADS TO BE 12 WIDE (TYPICAL). STEPS GROUPED TWO OR RESPONSIBLE FOR ALL ELECTRICAL These drawings and/or the ON THE APPROVED PRECISE GRADING PLAN. A STREAM BED. REFER TO GOBBLE AROUND DRAIN MORE DESIGN A5 NEEDED TO MEET THE CITY OF accompany-�pany��g spec�f�ca;ons YARD DRAIN — are the exclusive proper, of TOGETHER ARE TO RECEIVE HANDRAILS. PALM DESERTS LIGHTING ORDINANCE. FRANK SINATRA y ON CONSTRUCTION DETAIL SHEET FOR ADDITION Forsum/Summers & Murphy, NOTE: INSTRUCTIONS. II. ALL HORIZONTAL CONTROL FOR WALLS OR FENCES BY OTHERS. Inc. and their Ise and ubli— FOR ALL FENCE AND WALL5, REFER TO CIVIL ENGINEER'S PLANS. GRATE / INLET ALL LIGHTING SHALL BE APPROVED BY cation shall be restricted po the REFER TO FENCE ® NOT TO SGAL� AND WALL PLAN PREPARED BY SUMMERS/MURPHY ALL BOULDERS, ROCK AND AGGREGATES ARE 12. SLEEVE ALL UNDERGROUND WIRE FOR LOW VOLTAGE LIGHTING. THE CITY OF PALM DESERT PLANNING ongirol site `or which ;hey 4 PARTNERS INC. AVAILABLE BY 5OUTHWEST BOULDER. 15. FOR GRADING AND DRAINAGE INFORMATION REFER TO CIVIL ® DRAIN DEPARTMENT PRIOR TO INSTALLATION. were prepared. Re-use, repro- www.southwestboulder..om ENGINEER A PLANS. uct�on or publ�cat,or by any method, it whole or par„ �s FIN15H 5GHEDME prohibited except by written permissior frcr^ =orsum/ Summers & Murphy, Inc. CONTRACTOR NOTE: ALL HARDSGAPE MATERIALS, COLORS AND FINISHES SHALL BE INSTALLED AS INDICATED ON THE APPROVED PLAN. THE LANDSCAPE ARCHITECT SHALL Be NOTIFIED WHEN CONDITIONS ARISE THAT HERE UNFORESEEN AT TIME OF PREPARING THESE PLANS. CONTRACTOR SHALL NOT MAKE FIELD MODIFICATIONS TO THESE DESIGNS WITHOUT THE LANDSCAPE ARCHITECT AND THE CITY OF PALM DESERTS REVIEW i APPROVAL. 5/7E IMPROVEMENTS ® ® ASEO DEL 5YMBOL DEBGR/PTION(COLOR /P•IN/5H/SPFG/FICA710N) DETAIL COF'AZON SITE S-10 ® ® (PRIVATE ST 5-1 PARKING LOT REFER TO ENGINEER DRAWINGS REET) ® ® 9-2 ASPHALT PAVING (TO MATCH PARKING LOT) Z 5-5 SALES OFFICE TRELLI5 12 CV-2 0 STAI WCOLOR: BY OWNER %A S-9 ® 5-4 RESTROOM SCREEN FENCE 15 GD-5 2 y MODEL: GALVESTON W/ LATTICE ACCENT MFG: GERTAINTEED 800-2'33-8�1�0 " ® COLOR: COLOR BY OWNER C 9-5 TEMPORARY CONCRETE SIDEWALK 14 CV-5 5-12 (TO MATCH PRODUCTION) �-" S-13 Q .-- S-8 S-6 SALES OFFICE REAR TRELLIS Ib CD-5 STAIN/ COLOR: BY OWNER -4 S-7 f 16' 5-1 BENCH (4 TOTAL) �.. H 6605 WOOD BEN b' 'k \ . - - ® Tom—, --_— MATERIAL TEAK WOOD :.. _ MFG• COUNTRY CASUAL. (600) 264- . C 7 S_ = 5-6 P 15 GD-5 TRAP FENCE HVAC HVAC MODEL: 5 RAIL- POST AND RAIL (SMOOTH) M 5-11 _ ......... MFG: CERTAINTEED DOO-255-89�10 0 3' S-3 i� COLOR. BY OWNER o L�� 5-9 CITY SIDEWALK J u EQ. Q. r ❑ r S-5 , t .,. 5-10 MAINTENANCE SATE (TO MATCH TRAP PENCE) ® 5 ` 5-II DRAIN 11 GD-5 4 12 5-12 LANDSCAPE BOULDERS (� PRODUCTION PLANS) 16 GD-5 O 0 — — J O , 5 IS DRY STREAMBED (SEE P1iRODUGTION PLANS) I GD IIINNNN 01111 CN 9 ' 5' PLAN IC. LOT 64 0 r „ I I _ - , r O $-6 I I Not MI-I PREFABRICATED FOUNTAIN aI GD-2 d ; 0 M2-3 MODEL: MARBELLA FOUNTAIN �++ 24'X 60' ( I .... COLOR: EARTH TONE Z O o ' S-5 GRATE COLOR: ANTIQUE BRONZE 3 H M2-1 SALES TRAIL I I s-1 SUPPLIER: WISH I HAD THAT 800-4140I-1150 0 n t� S-2 LEAD TIME: 4-6 WEEKS M2-2 d _ I PAD=159.10 v = MI-2 RANDOM EDGE FLAGSTONE PAVING b GD-1 5�10 r SUPPLIER: SOU HWEST BOULDER b-n-1612-1625 M2-4 ` JOINTS: GRAY GROUT ® ® ® w ® - PLAN 2A. LOT 65 M2-1 LANDSCAPE WALL W/ POTTERY 5 GD-1 STONE: I6"XIb" AUTUMN MIST SLATE N TILE PALM 0 POTTERY: BY OTHERS I(`160) 200-5461 Z z ' ❑ Q ' I I I M2-2 SEEDED AGGRESATE PAVING 4 CO-1 W � 0 1 ( I I JOINTS: SAW GUT CL �J ASSRESATE. BIRDS EYE BROWN OR EQUAL W N i 2' 6, ' 2' 2' i I I SUPLIER: KRc ROCK oR EQUAL i LOT 84 ® � TEMPORARY W' M2-3 FIRE PIT TABLE ti M3-3 N PLAN 1C I MODEL: RECTASULAR GAS FIRE PIT TABLE 10 GD-2 J W LOT 83 FF:O MODEL SITE ' MFS/SUPPLIER: FINES GA5 IWM) 615-1151 p LOT 82 2, PLAN 2A PE:O GLASS: COPPER REFLECTIVE FIRE PIT OLAS5 PLAN 36 FRO . .. .. . .. .. .. .. 1 MFG/SUPPLIER: FINES OCAS 0"11) 615-1151 IN PARKING LOT VAN HANDICAP '" FF:O o ..... PE:O ; - - IL S_4 NOTE. CONTRACTOR TO PROVIDE GA5 HOOK-UP'' PROV I �k ��...... PE:O i i ® : 1 M2-4 10" 4 2' DIAMETER POTTERY (BY LANDSCAPE CONTRACTOR) V Z V .� 1 1 r - , M2-5 PORTABLE 550 (BY INTERIOR DESIGNED a d. N S-11 1 1 H .. o o o o - - \ - PLAN 55, LOT 62 liii■ 5, M5-1 PREFABRICATED FIRE TABLE II GD-2 EET 6' MFS: THE OUTDOOR GREATROOM COMPANY i-bb6-505-4026 ® MODEL: UPTOWN FIRE TABLE - 1242 - BRN-K CONSTRUCTION GLASS FOR PIKE PIT: COPPER REFLECTIVE FIRE PIT GLASS LAYOUT .. SUPPLIER: FINES SAS 1(&") 615-1151 i� M3-2 ® w S-2 *NOTE: CONTRACTOR TO PROVIDE GA5 HOOK-UP* y TRANs- M5-2 TRAVERTINE PAVERS 2 GD-I RH ® ® STONE: NIMARA-2 JOINTS: TISHT JOINTS DiNWN MJ SUPPLIER.ARIZONA TILE, PALM DESERT (`160) 521-2005 CHECKED RH 5EXER LINE M5-3 VINECOLOR: BLACK 5 GD-I DATE II-21-13 PASEO DIVERTIDO SOB Na 6I6q74 (PRIVATE STREET) - ' CAD FU G/TY 01= PALM DE ERT SCALE: I — 10 �„�� OLMA R �TER L/NE � REFER TO THE TITLE SHEET F R THE G I TY OF CLml HE.ULE. 0' 10' 20, 50 NORTH 1 2 OF I SHEETS PLAN SET "D" 11-21-13 2 50 3 4 I 6 2 WIDTH VARIES 5 L E G E N D ° a ° • ° ° SEE CON5TRUGTI O LAN SAWBWALAPW A P,�W- t v4 scxE ARa{TEs 1. s" �" um awT IiaMIAT,SUITE 200 FINISH GRADE =I I I ° o„�NA�,�NK� o � "on, C9�9)44314�6 FAX 9194 4111631 4 2. PAYING MATERIAL (SEE FIN15H I I °°°g 00 o So 0 0 4�° o® °o �° , SCHEDULE) I I = - - 5 5. 4" MIN. CONCRETE SUB-POUR I III -�II II II I _ ,�NDSCgpF REFER TO SOILS REPORT 1!I_II I I I = I \( J / Qk•� Murphy •9,Q 4. STEEL REINFORCING REFER TO SECTION III- =I I �--� _ ,,��`'_ 10��,� SOILS REPORT I I -1 1 1 1I I I I �I I I=I I oo 5. GROUT (SEE FINISH SCHEDULE) q I - 7-31-14 sF II-2I D ae 0 o 0 � 6• 5UB-5A5E MATERIAL - REFER TO - I I I o � o o �o 0 SOILS REPORT �� o -1. COMPACTED 5U56RADE L �GEND SECTION 4 OFCALiFC oe .P S E C..710 IN I. FIN15H GRADE , E AL REFER NOT TO SCALE rn 2. 1/4 G TO 50 LS REPORT These drawings RADIUS ALL ED ES 3 and/or the accompanying specificat'ons 5. SEEDED AGGREGATE CONCRETE 8. COMPACTED SUBGRADE I. LANDSCAPE BOULDER, TYP. (SEE 5. gO% COMPACTED SUBGRADE are the exclusive property, of Forsum/Summers & Murphy, (SEE FIN15H SCHEDULE) q. I" MINIMUM, 2" AT TURF AREAS Inc. and their use and publi- cation shall be restricted to the 6 4. 5AW-GUT JOINT REFER TO DETAIL 4. REFER TO GRADING PLAN original site for which they NOTE: 2. 6" MIN. LAYER DECORATIVE ROCK FOR DRAIN LOCATIONS were prepared. Re-use, repro- duction or publication by any 5. RE I NFORG I NG STEEL - REFER REFER TO SOILS ENGINEER'S (SEE FIN15H SCHEDULE ON THE method, in whole or part, is TO 501 L5 REPORT prohibited except by written REPORT FOR MIN. THICKNESS CONSTRUCTION LAYOUT PLANS) permission from Forsum/ OF CONCRETE AND 51ZE OF Summers & Murphy, inc. 6 DETAILEXPANS ON JOINT REFER TO REINFORCING STEEL. Revised March I, 200'7 per City of Palm De5ert's Comments �o AN�O1� El:;)OE F LAOSTONE FAV I NCB (LOT P 4) . 4 SEEDED AOOREOATE fi A\/ I NCB (LOT PAS) I DR)00 STD' EA 1� EIEI�) DETAIL 4 6 I 2 5 5 b 4 2 12" a 4 b .o o a a a 6 O (D-\ O O O �' �.• I a O -1 I=1 Iq =I I I I-=I I-I I I=I I IIII=I 1 1-I I I=I I I-III=I I I 1 -_ Q Q oo 02 U0 y 0 T a0 0 o � o- EXPANSION JOINT o O o - °° =III 11 1 I 1=1 I=1 0 3 .. II II I=III N SECTION VIEW SCORE JOINT N 3 - LEGEND SCALE: I _ I -o I El I I I = I I I I I= S�GTION I. POLYSTYRENE JOINT GAP OVER EXPANSION 5. 3/4" DEEP X 3/8" WIDE (MAX.) TOOLED Ill - I I-O II BOARD. REMOVE TOP OF JOINT GAP PRIOR SCORE JOINT WITH 1/4" RADIUS EDGES ELEVATION VIEW TO CAULKING. (REFER TO NOTE) WHERE OCCURS SEE CONSTRUCTION PLAN L SCALE: SECTION 8 2. 5/8" W 1 DE FULL DEPTH ASPHALT 6. RE I NFORG I NCG STEEL - REFER TO SOILS SATURATED FIBER EXPANSION BOARD ENGINEER'S SPECIFICATIONS FOR SIZE AND - ' I. 16"XI6" SLATE TILES �" 6R 1. FIN15H GRADE OUT INSTALL ON g 4 LOCATIONS FRONT, TOP AND SIDES DES ONLY. STUCCO ON 2. PAVING MATERIAL (SEE FIN15H �. AGGREGATE BASE - REFER TO SOILS REPORT o 5. CONCRETE PAVING SEE FINISH 5GHEDULE SECTION VIEW SCHEDULE) SCALE: = 1' BACK (SEE FINISH SCHEDULE)4. 1/4" RADIUS - ALL EDGE5 8. FINISH GRADE 5. GROUTED TIGHT JOINTS (REFER TO FIN15H SCHEDULE) q. COMPACTED SUBGRADE - REFER TO SOILS 2. 12 XS XI6 CMU $LOCK REPORT DETAILS AND CALCSTRJUCTUULATIONS ORSALL 4. THIN-5ET MORTAR J NOTES: CONNECTIONS, REINPORCINO AND POOTINS 5. FINISH SURFACE 0 INFORMATION. V I. cc APPLY I/2" DEEP JOINT SEALANT (CAULKING) INTO GROOVE. SAND IN WITH #60 SILICA SAND. ALL LUMBER TO BE SAW 5. STEEL REINFORCING - REFER TO SIZED DOU6LA5 SOILS REPORT ap MATCH COLOR OF PAVING. FIR G GI . 4. FOOTIN PER STRUCTURAL ENNEER • ALL CONNECTORS, FASTENERS AND 2. EXPANSION JOINTS IN WALK5 TO OCCUR AT CHANGE IN DIRECTION AND WHERE NEW CONCRETE OTHER HAMPKARD TO BE HOT DIPPED 5 STUCCO BAGKIN6 6 (TO MATCH HOUSE) . 4" MIN. CONCRETE SUB-POUR O 9 PAVING ABUTS EXISTING 51DENALKS AND/OR CURBS. THE RECOMMENDED SPACING FOR • PAINT OR STAIN WOOD PER FINISH REFER TO SOILS REPORT �' G EXPANSION JOINTS IN WALK5 IS I6' O.G. FOR CONTINUOUS WALK5 UNLESS OTHERWISE SCHEDULE (IP PAINTING, TREAT ALL EXPOSED SURFACES WITH (2) TWO COATS 6. 10 PIA. POTTERY BY OTHERS cc V RECOMMENDED BY PROJECT SOILS ENGINEER. MOISTURE-PROOF PRIMER AND (2) Two 7. 5U5-6A5E MATERIAL - REFER TO = Z C4 5. REFER TO 501L5 ENGINEER'S REPORT FOR MINIMUM THICKNESS OF CONCRETE AND FINISH COATS - REFER TO FINISH °u 3 O SCHEDULE POR COLOR. SOILS REPORT RE I NFORG I NG STEEL 8. COMPACTED 5UBGRADE C O a0 7 S�OR E AND EXFANS I ON JOINTS . 5 LANDSCoAFE 1NALL IN I TH FOTTERY (LOT P 5) TRAVERTINE A\/ I NC7 (LOT 82) I'-O" 4'-0" 21_011 2:_011 1 LEGEND NOTES: 3 I 2 <z S 1. I X 2 TUBULAR STEEL TOP AND ALL EXPOSED SURFACES TO BE .� a 2Z, BOTTOM RAIL WITH 1/2" 5QUARE GROUND SMOOTH AND FREE OF 7 = BURRS WELDS AND ABRASIONS cV _ W O GLASS I G IRON SUPPLY PRIOR TO APPLICATION OF _ _- 3 3 _ 2. NEWEL POST BALL #1 I8 PRIMER. - Y = O AVAILABLE FROM:NOTES. Cf) _ - • REFER TO 5TRUGTURAL CLASSIC IRON SUPPLY ALL WORK TO BE PLUMB, =I I = 8 4 3 I W _ 8 ENGINEER'S DETAIL5 AND 3 2" X 2" TUBULAR STEEL P LEVEL5TRAIGHT AND INDIGA TO LINE AND I I I I = ° ODIL II O _ GALGULATI ONS FOR ALL I, L 05T INDICATED ON O z V o - WITH 1/2 5Q. IRON TRIM CONSTRUCTION PLANS -_ a CONNECTIONS, _, 5 - O _ RE I NFORG I NG AND 4. I" SQUARE TUBULAR STEE OWNER OPTION TO HAVE m ~L FENCE I = a 1 N O 2 FOOTING INFORMATION. PICKETS (TYP.) POWDER COATED (COLOR PER " - O ZN ZL • ALL LUMBER TO BE SAW I II ,0 � to -_ aSHEET DEsauFrK)N a 5 _ �.�' I ZED DOUGLAS FIR• OWNER) - -- CONSTRUCTION - 5. I" X 2" TUBULAR STEEL "WINDOW" NOTES: I I =IIEd I= I I O _ 6 DETAILS O • ALL GONNEGTOR5, I I-I I I-IIII 11 _I - _ FRAME WITH I/2 SQUARE SOLID , REFER TO STRUCTURAL ENGINEER'S � I � � FASTENERS AND OTHER IRON TRIM DETAILS AND CALCULATIONS FOR FOOTING ENLARGEMEN 6 HARDWARD TO BE HOT T -- a � ELE\/AT I ON :: II ALL CONNECTIONS,ONS REINFORCING AND - -- _ RH - ` I 3 DIPPED GALVANIZED. 6. 5/4 X 1/4 50LID STRAP WOVEN - I -I o O 1/211 - I -O" • PAINT OR 5TA I N WOOD BASKET WEAVE PATTERN 0 FOOTI NG INFORMATION.RTOB m DR,, M J i II ALL LUMBER TO BE SAW 51 ZED - I 1. I �5( RE TUBULAR STEEL 5. COMPACTED 5UBGRADE PER FIN15H 5GHEDULE (IF C�OUCSLAS FIR.• ALL CONNECTORS, FASTENERS AND ( CHECKED RH NOTES: MZ. EXTEND LEG5 TO PAINTING, TREAT ALL FINISH GRADE _ 5 I/2 1 DATE 6. GRAVEL BASE OTHER HARDWARD TO BE HOT II-21-15 ALL WELDS TO BE SMOOTH BOTTOM OF SLEEVE. EXPOSED SURFACES WITH DIPPED GALVANIZED. - AND CONTINUOUS. II �. I" SQUARE TUBULAR STEEL (2) TWO G O AT5 8. CONCRETE FOOTING . PAINT OR STAIN WOOD PER FINISH m 1 )OBIgo. b i 69�4 2. 2 q HEAVY WALL MEMBERS AT CENTER. MOISTURE-PROOF PRI MER q. COMPACTED SUBGREADE 5GHEDULE (IF PAINTING TREAT ALL I 16"I 8:: ENTIRE PANEL TO B TUBULAR STEEL SLEEVE I I I CAD � POWDER COATED R 8. 5/5" 50UARE TUBULAR STEEL AND (2) TWO FINISH GOAT EXPOSED SURFACES WITH (2) TWO F-LF-VATI ON �-12`- I 15" I 18" 15" 12" SHEET rUn� 3. FINISH GRADE - REFER TO FINISH COA75 MOISTURE-PROOF PRIMER 1/2 - I -O 1 HOT-DIPPED LOR BY DIAGONAL MEMBERS IN 5GHEDULE FOR COLOR. lo. GRAVEL BASE AND (2) TWO FINISH GOATS - REFER - OWNER). 4. CONCRETE FOOTING CENTERS. TO FINISH SCHEDULE FOR COLOR. _ CDi=ll . _�" INE FAr,< (LOT 85) 5 \/ I NE RACX (LOT 82) 5 OF 18 SWn PLAN SET "D 1 11-21-13 j i i i i fl :: , . fig•:( o w;, e. �k Y r x„ , 4,4 �' ACIY , » y. N;,.:;.,. ff M:;s:»s»:..»N,ki••;•:;. f: r%` � �, 90 <^at / + r / I ,u i vj I , .s� t PARTT* S,NC :.;:: ;. ' ,.. ......... � i%�:<:<. i:i:' .,;:/.%fii'i..:�:/:lr♦ �`II,�{t , ,ff„a„ f }� ;... ,A'..n<::.: .. .. ,, ,>... +:.% ;,f ..:,.:✓.;• Ii �I,I9i7i�Ul�IJE(iifa'.y:+ 3 ! f LANDSCME ARQHITEM ' mw CQAST HQIWAY SUTE 200 , »x :f r"' `•';7a:: "� %''`•?;.c:: ,� Q~ C/liPORIiA 9" v13tM6 FAX K3.1631 H ffEY.o,:... ,.. :: E:"' ,r v � ;, .::Ff �.:::: •.F1v. +;' 3: �NDSCq f N• nAhl N Y �s/` f '1• ��' y �G M o y „ �� .� , 1 a ......::::::::::... ..................... I ; POW 7-31-14 r i\C,li1{/ .:::.»,:.::..:»,:, :.,....:,..fir ...:::..:::::.:•.::::.::: >s' , :WON F CAL► : ,>r :f:f :ice... % „ ; y fir. y These drawings and/or the / Ur accompanying specif cations are the exclusive property of ; i s Forsum/Summers do Murphy, r ♦N� .�. , publi— cation and restricted to the r♦ :.:.::.... original final site for which the rf :.x,..; were prepared. Re—use, s?�i. r ;� .•;y� �. �.5./ Re use, repro— duction or publication by an y Y s: method, In whole r part. �,` " Y '�s�� Mf�l�, .' �.:",-;'i.:.". yf • �r�' f'� prohibited except by written permission from Forsum/ Summers & Murphy, Inc. rpgE�ySSy$A¢S',Ny� d °v$ Yd� UFTOIi`iillIN F I RE F I T TA5LE (LOT a2) . 10 RECTANGULAR FIRE FIT TAE3LE (LOT 55) 1� MARE3E>LLA FOUNTAIN (LOT P 4) "i "i 44' (i (i Z 12' 12' 12' o NOTES: Vf • REFER TO STRUCTURAL EN6I NEER'S 1 DETAILS AND CALCULATIONS FOR W ALL CONNECTIONS, RE I NFORC I N6 AND t FOOTI N6 INFORMATION. 2 • ALL LUMBER TO BE SAW SIZED DOU6LAS FIR. • ALL CONNECTORS, FASTENERS AND OTHER HARDWARD TO BE HOT 3 DIPPED 6ALVAN I ZED. • PAINT OR STAIN WOOD PER FINISH SCHEDULE (IF PA I NTI N6, TREAT ALL CD EXPOSED SURFACES W I TH (2) TWO S GOATS MOISTURE-PROOF PRIMER AND (2) TWO FINISH GOATS - REFER TO FINISH SCHEDULE FOR COLOR. 10 6 J C� 6' V 49 W PLAN VIE Z 3' 5GALE: I/2" = I'-O" 2 00 4 ' O V INSET D LATTICE TAIL DETAIL 1 0 � 101111 1 REFER TO INSET CHART DETAIL 15/CD-3 3 W O $11 INSET A-BEAM TAIL DETAIL r► r REFER TO INSET CHART 3 cr0 � 2 DETAIL 15/CD-3 p 2 a a .. SET C-RAFT R TAIL DETAIL REFER TO INSE T CHART DETAIL 15/CD 1 ' INSET B-CORBLE DETAIL 40 REFER TO INSET CHART _ 4 W 6 DETAIL 15/CD-3 ' W 5 5 7 6 7 00 a� � X LU POST TOP DETAIL paid 50ALE: 1/2" = 1'-O" 9 SHEET D CONSTRUCTION DETAILS 10 M l ll 1. DE XH111 RH $ DRAWN MJ OfC1C® RH LEGENE) DATE II-21-13 5EGTION VIEW ELEVATION ��VIEW !� Na 616974 SCALE: 1/2 = 1 -O 5GALE: 1/2 = I -O 1. 3X3 WOOD LATTICE m 8 O.C. (SEE INSET D) 4. 6X6 WOOD CORBEL (SEE INSET 5) - . IX5 WOOD PLANT-ONS ALL 4 SIDES, MITRE CORNERS s CHAMFER TOP CAD FLE 2. 4X6 WOOD RAFTERS 's 2' O.C. NOTCH 1" OVER BEAM (SEE INSET C) 5. 1-1/2" TRIM ON POST 8. 2X WOOD BOOT AT BOTTOM, CHAMFER 4 MITRE CORNERS AS SHOWN SHEFT NUNIBM 3. 6X8 WOOD SEAM (SEE INSET A) 6. 6 X6 WOOD POSTS C1. FINISH GRADE IF Fr I SALES12 '� I LrR FRO I �'T TREL L 1 5 1O. FOOTING PER STRUCTURAL EN61NEER 4 Of IS SHETS PLAN SET "D" 11-21-13 i 10, 1 1 �yo y — � :: 2 6• hr 'C yi• o p 3 A PARTTMS,.� yy. ,i5. 3 1 LAPDSCAK ARdiTFM 34197 CQASf HOHWAY,SURE MO DOWA POM, rt p � CAO04A SM �� FAz �� INSET A BEAM TAIL DETAIL INSET B - CORBEL DETAIL zo SCALE: 1-1/2" = 1'-0" SCALE: 1-1/2" = 1'-0" IF 8' O.G.- max. � — I � � � ao s ELEVATION ( - 731-14 +� dry... �• 1/2"_I _O PLAN VIEW �'qr Ii-Dcb a• K• SCALE: I/2" = I'-O" 2 LEGEND FOFCALtF�� VINYL- 5 RAIL FENCE 4� 1 BY "CERTAIN TEED" OR EQUAL SECTION These drawings and/or the accompanying specifications " INSET G - BEAM TAIL DETAIL INSET D - LATTICE TAIL DETAIL I/2� 1'-0 are the exclusive property of SCALE: I-I/2" I'-O" Forsum/summers do Murphy, = - _ - 2. CONCRETE FOOTING Inc. and their use and publi— cation shall be restricted to the 6 original site for which they INSET D-LATTICE TAIL DETAIL �� 5. COMPACTED 5UB-5RADE were prepared. Re—use, repro— REFER TO INSET CHART duction or publication by any 4-4 method, in whole or part, is i prohibited except by written 8" INSET A-BEAM TAIL DETAIL NOTE: INSTALL PER MANUFACTURER 5 permission from Forsum/ 2 REFER TO INSET CHART Summers & Murphy, nc. RECOMMENDATION. INSET C RAFTER TAIL DETAIL NOTE: GATE 51 M I LAR PER MANUFACTURER. REFER T D INSET CHART 2' 15 TRAF FENCE (SITE) INSET B-CORBLE DETAIL 1 REFER TO INSET CHART 4 3 DETAIL 15/CD-3 NOTES: 2 3 5 REFER TO STRUCTURAL I 4 g 4 EN61 NEER'S DETAILS AND , CALCULATIONS FOR ALL - Z OK 5 CONNECTIONS, RE I NFORG I N6 7 5 AND FOOTINGS INFORMATIO ALL LUMBER TO BE SAW SIZED DOU6LAS FIR. • ALL CONNECTORS, — _ _ a _ W FASTENERS AND OTHER HARDWARD TO BE HOT =I O 0O� �O� o 0O 0O �O 00 DIPPED 6ALVAN I ZED. 6 • PAINT OR STAIN WOOD PER P05T TOP DETAIL -) I -- II I II $ FINISH SCHEDULE (IF SCALE: 1/2" = 1'-0" 1 PA I NTI N6, TREAT ALL EXPOSED SURFACES - 8 —I I I _1 NOTE: WITH (2) M REFER TO SOILS EN6INEER'5 9 MO STURETPROOF PRIMER SECTION VIEW —III 8 REPORT FOR MIN. TH I CKNE55 AND (2) TWO FINISH GOATS - 9 SCALE: I" = I'-O" OF CONCRETE AND SIZE OF g REFER TO FINISH SCHEDULE I q RE I NFORC I N6 STEEL. M 10 FOR COLOR. LI �l o ELEVATION VIEW SCALE: 1/2" = 1'-0" 5. REINFORCIN6 STEEL - REFER 1. FINISH GRADE TO SOILS REPORT W LE END J 2. 1/2" RADIUS ALL ED&E5 6. EXPAN51 ON JOINT - REFER TO 1. 3X3 WOOD LATTICE m 8" O.C. (SEE INSET D) 6• (o X(o WOOD POSTS 5. CONCRETE PAVING REFER TO DETAIL �, THIS SHEET CD-1 ELEVATION VIEW Z 0 FINISH SCHEDULE SCALE: 1/2" = 1' o" 2. 4X(o WOOD RAFTERS 6 2' O.C. NOTCH 1" OVER BEAM (SEE INSET C) �, 1X8 U100D PLANT-OHS ALL � SIDES, MITRE CORNERS � CHAMFER TOP �. 5UB-BASE MATERIAL REFER O 03 4. 3/4" DEEP X 515" WIDE (MAX.) TO SOILS REPORT H- J 3. 6X8 WOOD BEAM (SEE INSET A) 8, 2X WOOD BOOT AT BOTTOM, CHAMFER 4 MITRE CORNERS AS SHOWN TOOLED 50ORE JOINT W/ 1/4" 5. COMPACTED 5UB6RADE - REFER RADIUS ED6E5 WHERE OCCURS. TO A6RONOM I C 501 L5 REPORT < l n 4. 6X61 WOOD CORBEL (SEE INSET B) REFER TO CONSTRUCTION PLAN. = 3 ZC 9. FINISH GRADE g. I" MINIMUM, 2" AT TU1;ZF AREAS �► 5. 1-1/2 TRIM ON POST � � � 0 10. FOOTING PER ENGINEER O 0 a V 16 REAR SALES TRAILER TRELLIS (SITE) . 14 TE1 �FORARY �ONr.,,RETE PAV I NO (SITE) 2 Q 1 2 o� o LE6END Q 1. VINYL FENCE- 5Y CERTAIN W w o o I N 2 TEED OR EQUAL. TO HAVE 6' �C N SOLID 2' LATTICE. Y X PLAN VIEW: 0 2 2. 6X6 VINYL POST WITH 2" tu NO SCALE 6ALVAN I ZED POST IN o 0 0 0 0 = A. 0 0 0 0 o CENTER. ml II= I = 3 °° zU�W i Qr I 5. CONCRETE FOOTING- I8 < VIA. X 56" DEEP MINIMUM. �_ 1= I I= I ) I I I I I II I I = — — — = 4. FINISH GRADE p _ I I=III =I I =III_ 5. COMPACTED SU56RADE - CONSTRUCTION =I I1 1=III=I I — I=I I 4 REFER TO SOILS REPORT DETAILS 3 I—III—I I I I—I 4 FOR REQUIREMENTS SECTION — I II I II I�I I II 3 DER1134D RH . DRAIN 4 GRATE (PER CIVIL PLAN) NOTES: SECTION: =III1 I=1 I=_ _ _ '� 5 MJ _ I 0 REFER TO STRUCTURAL EN51 NEER'S DRAWN III—III I I I—I I I. 2, GOBBLE TO EXTEND 6 12 RANDOMLY DETAILS AND CALCULATIONS FOR I. LANDSCAPE BOULDER — NO SCALE ALL CONNECTIONS, REINFORGINS ANDGECKMREFER TO FINISH SCHEDULE I I II I II II I II I I- AROUND DRAIN HEAD. REFER TO BOULDER $, MAX FOOTIN5 INf ORMATION. RH AND ROCK NOTE FOR SPECIFICATION ON SECTION VIEW • ALL LUMBER TO BE SAW 51ZEV ON CONSTRUCTION LAYOUT PLANS 5GALE: = I'-O" VERIFY IN FIELD DOUOLAS FIR. DATE II-21-13 CONSTRUCTION PLAN. • ALL GONNEGTORS, FASTENERS AND 2. FINAL GRADE OTHER HARPAARD TO BE HOT )OB NO- 6I6q-74 5. 2" LAYER OF DECOMPOSED GRANITE AFTER DIPPED SALVANIZED. 5. qO% COMPACTED 5UB&RADE COMPACTION REFER TO CONSTRUCTION PLAN • PAINT OR STAIN WOOD PER FINISH CAD FLE SCHEDULE (IF PAINTING, TREAT ALL FOR SPECIFICATION. EXPOSED SURFACES WITH (2) TWO SHEET NUNVMR Revised March I, 200-Ter City of Palm Dt's Comments GOATS M015TURE-PROOF PRIMER p y eser 4. COMPACTED 5U56RADE. TO FINISH SGHEDULEGOATS FOR COLO�R.ER CD-3 18 5OULDER DETAIL . 1 -7 DRAIN DETAIL_ . 15 SCREEN FENCE (SITE) 1 5 OF 18 PLAN SET "D" 11-21-13 i I. GENERAL 4. Gom action - Compaction tamping shall not be done in layers exceeding surface to reveal small surface fines while not exposing aggregate. 2. Dou las Fir, Redwood, Western Red cedar or as shown on the drawin s. P P �J p 9 y 9 P 9h9 9 � eight inches in loose depth with each layer thoroughly compacted between. Alternate method, after initial set, surface to be washed wit a diluted A. Contractual Relationship solution of muriotic acid and water, and brushed to reveal surface lines. 5. Posts, Plates and other of-grade connections to be Redwood, Western Re In the performance of this contract, Contractor shall hold Landscape Architect C. Glean-Up and Testing 5urface must be continuously wet to avoid acid burn. cedar or pressure treated Douglas Fir as shown on the drawings. and Owner harmless from any and all liability, costs and charges arising out of, I. Prior to covering of trenches, drain line and basins shall be checked to insure 4. Hardware - column bases - 'Simpson Strong Tie' or equal. Post caps and G. Gl. Upon 'Simpson Strong Tie' or equal. Joist hangers and heavy angles strap ties - or in connection with, c flow and water tightness. I. Upon ontractors, employees, or its agents negligence, omissions, proper flo completion of work, remove all forms, debris, material and tools from 'Simpson Strong Tie' or equal. Screws, hinges, nails,bolts, and wasFiers. All errors. site. 2. The piping systems shall be flushed and cleaned prior to connecting to hardware material to be galvanized. B. Errors or Conflicts existing drain line, catch basin or storm drain systems. V. BLOCK MASONRY 5. Stain and paint - as selected and shown on drawings. If any errors or conflicts are discovered in the plans or notes, they shall be t rn�s,nc interpreted so as to accom Iish the real purpose of those plans and notes. Scope of Work - Provide all labor, materials, tools, equipment, transportation and 6. Concrete - Glass A minimum 2,000 P51 at 28 days. MW COAT y RM 2W p P p p p 5. Upon completion of work, remove debris, tools and surplus material from site. necessary incidentals for the completion of all block masonry as shown on the y DA4A�,CALFOLVA yiliy G. Additions, Deviations and Alterations drawings, including but not limited to the following: B. Rou h Gar entr �'�'� FAX"4a3•16M IV. CONCRETE I. Set all posts,beams, rails and framing plumb and true to line as shown on No deviations or alterations from the plans and specifications will be permitted Scope of work - Provide all labor, materials, tools, equipment, transportation and A. Materials p g p unless authorized the Owner or the Londsca a Architect. Should deviation necessar incidentals for the completion of all concrete flatwork as shown on the the drawings. � p y p I. Slump block units meeting grade A, A5TM G-q0, concrete block units Grade NOSC ' from plans and notes become necessary due to conflicting site conditions, Owner drawings including but not limited to the following: A, A5TM C-q0. 2. Connections - make all connections as shown on the draw(ngs.5plice lumber o �' APF and Landscape Architect shall approve in advance any such deviation. No at posts only. Utilize all nail and/or bolt holes for all hardware. t�unphy"I additional work will be authorized without the express written authorization from A. Materials 2. cement - Standard Portland cement A5TM designation C-150 Type I or 11, ,C' -C, the Owner. I. Cement - Standard Portland Cement, per designation c-150 of the A5TM low alkali. 5. Ease all top edges of exposed lumber for bench tops, low walls, etc., W _ c� Type 11, III, or V, low alkali, single brand throughout. Refer to Soil Engineer's where surface contact is provided. o: `_ '--- Report for Recommendations. 3. Sand - Glean, well raded ASTM desi nation G-144. D. Interpretation 9 9 4. Post base - set post column base as shown on drawings, providing minimum 7-31-14 The Contractor shall comply with the obvious intent and meaning of these plans I" clear all sides from finished post base to to of paving. Rene+ail Dote and specifications which shall be construed to include all labor, material, tools 2. Aggregate - A5TM 5pec(fication C-55 5/4 maximum size. Decorative 4. Water - Water used shall be of potable quality. p p p g' 11-21-i5 aggregates or pea rock as shown on drawings. Fine natural sand, well graded 5. Countersink nails and bolts in all locations where surface contact is un rqT Date and equipment necessary to complete the work specified herein in a conforming to A5TM C-144. 5. Steel - Reinforced steel for wall to be Grade 40 deformed bars A5TM provided, i.e., bench top etc. F0F CALIFOfi workmanlike manner in strict accordance with plans and notes. Should any designation A-165. questions arise as to the intent and interpretation of these plans and notes, 5. Water - Water used shall be of potable quality. C. Painting and Stain Contractor shall refer to Owner and Landscape Architect whose decision 6. Concrete - Glass A concrete minimum 2,000 P51 at 28 days. I. Fill all seams and cracks with Latex caulk and/or wood dough to insure an thereon shall be final. 4. Steel - Reinforcin steel for decks and walks to be Intermediate grade even surface. These drawings and/or the g g "1. Mortar - by volume, freshly prepared uniformly mixed in ratio I port cement accompanying s deformed bars conforming to ASTM A-615 and/or Grade 40. Mesh A5TM 1/2 art lime putty, 4-1/4 arts sand,prepared, to A5TM C-2'10. Omit lime y g peciricat of E. Observation and Rejection of Materials and Workmonsh( A-496, size where shown on drawln s. p p y p 9 2. Sand smooth all exposed surfaces is specified as 545. are the exclusive property o, � p g putty if plastic cement is used. Forsum/Summers & Murphy, All materials and workmanship furnished or performed by Contractor shall be 5. Prime all painted surfaces with one coat primer. Inc. and their use and publi- subject to final observation and acceptance by Owner and Landscape Architect 5. Expansion Joints - Asphalt impregnated felt. Polyfelt Ethafoom as indicated 8. Grout - by volume freshly prepared, uniformly mixed I part cement, 5 parts cation shall be restricted to the upon completion of all contract work whether previously aid for or not. At an on the drawings. sand, 2 parts pea gravel. 4. Paint with minimum two finish coats for painted surfaces. original site for which they p p p y p y were prepared. Re-use, repro- and all times during the performance of this contract, Contractor shall make duction or publication by any b. Control Joints - 5aw cut joint 1/4 of slab thickness. Hand tooled score joints B. Laying of Masonry S. 5ta(n with minimum two finish coats for stain surfaces. method, in whole or part, is available for observation, test and approval, materials and workmanship. Failure 1/4" deep minimum where shown on the drawings. I. Lay all masonry staaight and true to line with vertical Joints plumb over each prohibited except by written of such observers to make observation, tests or approvals shall not prejudice other. Horizontal joints shall be level. Headers and corner units to show D. Protection and Cleanup permission from Forsum/ the right of Landscape Architect or Owner on final observation. Contractor 1. Gold Joints - Butt type, butt type with dowels. Screed key joint as indicated finished faces where exposed. Joints and bond pattern to be as shown on I. Protect all existing work from paint oversproy. Summers & Murphy, Inc. shall promptly replace any and all material, workmanship and equipment which on the drawings. the drawings. 2. Upon completion of work, remove all sera wood, debris, materials and does not conform to the plans and notes. All materials used on this contract C. Reinforcing tools from site. p shall be new and the best marked quality unless specified otherwise. 8. Joint Sealant - Two parts Polysulf(de sealant as manufactured by Thiokol, I. All bars in masonry shall be lapped a minimum of 40 bar diameters. Dowels Glass AS, self leveling or multi-part polyurethane construction sealant by for walls and columns to be some size as wall reinforcin Refer to VIII. Metal Work F. Samples L.M. 5cofield, in matching color. Structural Engineer's specifications for all steel sizes and locations. 5cope of Work - Provide all labor, materials, tools, equipment, transportation When so required by the Owner or Landscape Architect, Contractor shall submit and necessary Incidentals for completion of all metal work where shown on the for approval samples of the various materials, and specify finish thereon. 9. curing Material - Hunts process M010. 'Lithochrome' color wax for color D. Gutting of Masonry drawings, including but not limited to the following: conditioned concrete by L.M. Scofield, in matching color of concrete as I. No cutting of masonry units shall be allowed unless shown on the drawings. A. Materials G. Local codes indicated on the drawings. I. Steel tubing (n sizes shown on the drawln s A5TM designation 500 and/or E. Grouting of Masonry g 9 9 All construction shall conform to all local building codes and ordinances. It is I. Grout all cells with vertical steel solid as shown on the drawin s. hand forged, cold rolled wrought iron in sizes as shown on the drawings. contractor's responsibility to verify all codes prior to commencing work. 10. color conditioned concrete - 'Ghromlx' admixtures for Integral colored g concrete by L.M. 5cofield Company. 2. Grout all cells below grade solid. 2. Hardware - hinges, latches, bolts, washers, screws, etc., to be heavy duty. H. Utilities II. Dust-On color - 'Lithochrome' color hardener by L.M. Scofield y Gomp an 5. Concrete - Glass A concrete minimum 2,000 P51 at 28 days and/or Z Contractor shall be responsible for verifying the location of all underground ' 5. Provide minimum 5/4 between steel reinforcing and blocks. 'Por-Rock' as shown on the drawings. Q utilities, electric cables, conduits, sprinkler lines and all utility Ines prior to any 12. Surface Retardant - 'Llthotex' top surface retarder as manufactured by h construction. L.M. 5cofield Company, or '51ko' surface retardant or as'Ru esol' F. Weepholes 4. Paint - Z(nc Chromate primer, 'Rustoleum' finish surface coats or equal. Z g I. Open joint weep holes at 52 O.G. maximum on bottom course of retaining 'Metalizing' or galvanizing or powder coating if shown on the drawings. of manufactured by Sika corporation. walls with I cubic foot gravel if shown on drawings or approved drainage I. Removal of Debris and Glean-Up system per Structural Engineer's specifications. B. Fabrication and Installation Contractor shall thoroughly clean and keep free of debris and waste material B. 5ubgrade 1. Contractor shall make all measurement for fabrication in field prior to p entire construction area to the satisfaction of the Owner. I. Grade all subgrades to a uniform depth and compaction. Moisten all G. Expansion Joints starting work. subgrodes prior to pouring of concrete. I. Provide vertical expansion joints in wall per local code and Structural J. General 2. Gut all footings in undisturbed or compacted soil. Engineer's spec ificotIons. 2. Horizontal bars to taper with grade or step with grade as shown on the drawings. Vertical bars to be plumb. The general conditions and any special conditions that Owner may require shall 5. Place sand or aggregate base as shown on the drawings and as specified H. Waterproofing apply with the some force and effect as though written in full herein for all by a Soils Engineer. I. Waterproof all retaining walls below grade with asphalt emulsion, 2 coats. C. Welding construction sections. I. Welding to comply with the requirements of standard code for ARC and C. Forms 1. Gleaning gas welding. 11. 51TE EXCAVATION AND ROUGH GRADING .I Glean all masonry work, remove all mortar stains. I. Use only finished lumber. Set all forms true to grade and position. 2. Weld to only clean, rust-free surface. Scope of Work - Provide all labor, materials, tools, equipment, transportation and y necessary incidentals for the completion of all clearing, stripping, excavating, 2. Upon completion of work, remove all mortar droppings, debris, materials and 2. Moisten all forms prior to pouring of concrete or use approved form tools from site. 5. All welds to be continuous and free of cracks, craters and porosity. Tack backfilling, grading and related work as shown on the drawings, Including but not release agents. welds not acceptable. limited to the following: VI. BRICK MA50NRY 03 D. Expansion Joints Scope of Work - Provide ail labor, materials, tools, equipment, transportation and 4. Grind smooth all exposed welds, match adjoining surfaces. A. Protection of all curbs, walks, walls, structures and other existing work which is I. Place expansion joints in concrete at intersection of concrete and fixed necessary incidentals for the completion of all brick or stone masonry as shown on J to remain. structures, i.e., garage, walls, base of steps, pool bond beam as indicated on the drawings, including but not limited to the following: 5. Plug all open ends and tops, and weld. V the drawings. D. Painting Q B. Clearing and stripping site of brush, debris and other foreign materials as g as 2. Place control joint in concrete not to exceed a horizontal sp oc(n A. Materials I. Prime all metal work with one coat Zinc Chromate primer. V outlined in the drawings. I. Brick or stone conforming to A5TM A-62 grade MW as shown on the drawings. Z 3 specified by a soils engineer. 2. Paint all metal work with 2 coats 'Rustoleum' in semi-gloss or flat as show Q • 2. cement - Standard Portland Cement A5TM designation C-150 Type II III or on the drawings. Paint to be 4 mils minimum dry thickness each. �. J G. Excavation for all foundations and footings to the dimension and depth shown on 3. Place construction Dints in concrete where castin on concrete is to be g � yp � the drawings. Bottoms of excavations shall be smooth and level. All loose stopped and subsequent castin is to be started. V low alkali single brand throughout. Refer to Soils Engineers report for 5. Prime and pint per above, all field welds. cc C V material shall be removed therefrom. pp q g recommendations. p p O 5 r E. Concrete E. Protection and Cleanup d = 3 O 5. Sand - Glean, well graded A5TM designation C-144. I. Protect all existing work from point overs r u++ D. 5ubgrodes shall be watered and compacted to a relative compaction of 415%. I. Glass A concrete shall contain not less than 5 sacks of cement per cubic yard g p P • $ IX and be proportioned to attain a maximum cylinder strength of 2,000 P51 in 4. Water - Water used shall be of potable quality. 2. Obtain Fire permit where required for on-site welding. 011 0 E. 5ubgrodes under all paving shall be true to grade and cross section, hard, 28 days. compressive strengths are to be determined In accordance with Q d N 0 .. uniform and smooth prior to placement of base material. A5TM 0-541. The slump shall not exceed 4". 5. Steel - Reinforced steel for walls to be Grade 40 deformed bars A5TM 5. Upon completion of work, remove all scrap iron, debris, materials and designation A-I65. tools from site. F. Backfilling of all excavations and trenches after placement of foundations, walls, 2. Concrete mixing - All transit mixed concrete shall be mixed and delivered in walks, utilities, etc., as outlined on the drawin s. Gom action of backfill shall be accordance with the requirement of Standard Specifications for ready mixed 6. Mortar - by volume, freshly prepared, uniformly mixed in ratio I part cement, g p concrete A5TM C-014. 1/2 part lime putty, 5 parts sand, conforming to A5TM C-210. Omit lime putty In acceptance with Engineers specifications. if plastic cement is used. G. Grading of areas Indicated in the drawings inc F. concrete Finishingluding bringing existing grades to I. Broom Finish - Tamp fresh concrete with heavy metal grid. Screed with straight 1. Grout - by volume, freshly prepared, uniform) mixed in ratio I part cement, within I/10 foot plus or minus. Final design grades as indicated on the drawings. edge to remove all irregularities. Float to a smooth surface, steel trowel, 3 parts sand or I part cement, 3 parts sandyand 2 parts pea gravel. N and edge to on even hard surface. Score as indicated on drawings. Use a B. Laying of Brick Z H. 5tockpiling of excavation material or import top soil fill and sand shall be as new manila hemp bristle broom. Brush markings on slab in uniform fashion as I. Lay all masonry straight and true to line with brick vertical joints plumb over outlined on the drawings or as approved by Landscape Architect. shown on the drawings. each other. Horizonte-I joints shall be level. Headers and corner units to show W 0 2. Rock Salt Finish - Tam fresh concrete with heavy metal rid. Screed with finished faces where exposed. Joints and bond pattern to be as shown on a 1. Glean up and remove all debris and surplus material and remove from site. p g the drawings. CONTRACTOR QUALIFICATION NOTE: straight edge to remove all irregularities. Float to a smooth surface, steel ALL LANDSCAPE CONTRACTORS SHALL BE CALIFORNIA LICENSED C-21 W trowel and edge to on even hard surface. Score as indicated on drawings. C. Reinforcing ALL CONCRETE CONTRACTORS SHALL BE CALIFORNIA LICENSED C-8 III. DRAINAGE Hand broadcast rock salt in even distribution and tamp in. Wash off concrete I. All bars in masonry shall be lapped a minimum of 40 bar diameters. Dowels ALL MASONRY CONTRACTORS SHALL BE CALIFORNIALICENSED G-2q �C tiW Scope of Work - Provide all labor, materials, tools, equipment, transportation and with enough pressure to dissolve rock salt after concrete has set. for walls and columns to be some size as wall reinforcing. Refer to Structural J aD necessary incidentals for the completion of all drainage systems as shown on the Engineers specifications for all steel sizes and locations. drawin s, Including but not limited to the followin 3. Pea Rock Retarded Finish - Tamp fresh concrete with heavy metal grid. g g g` Screed with straight edge to remove all irregularities. Float to a smooth D. Gutting of Masonry I. Use masonry saw for brick cuts unless specified otherwise. Bricks cut less = surface, steel trowel and edge to an even hard surface. Apply surface d A. Materials than 1/2 length shall not be used. Stone to be cut with chisel and hammer. GO _ retardant to finished surface, prior to initial set per manufacturers �j -H I. Acrylonite Butolene - Styrene (A55) Schedule 40 droln pipe, perforated or recommendations, L.M. Scofield, using sprayer, providing even distribution. E. Grouting of Masonry V W non-perforated in diameters shown on the drawings. Reveal aggregate by using water jet and coarse fiber brush to remove I. Grout core walls solid as shown on the drawings. O a S retardant paste from surface, washing thoroughly until surface is clean and NOTE: � 2. Basins and Drains - High impact plastic Styrene drain basins, catch basins exposure (s complete and uniform. 2. Provide minimum of 2-1/2�� grout space between double brick walls. Provide with grates, high impact plastic Styrene deck drains, and/or precast concrete minimum 5/4" between steer reinforcing and brick. ALL CONCRETE, MASONRY, WOOD AND STEEL WORK IDENTIFIED SHEET drain box and catch basins and cast iron grate in diameters and sizes as 4. Hand Seeded Aggregate Finish - Tamp fresh concrete with heavy metal grid. shown on the drawings. Stainless steel or brass deck drains In handscape as Screed with straight edge to remove all irregularities. Float to a smooth H. Waterproof in AS PART OF THESE PLANS ARE NOT PART OF THE CITY OF shown on the drawings. surface. Hand seed surface in uniform fashion over entire area keeping stone I. Waterproof all retaining walls below grade with asphalt emulsion, or other as PALM DE5ERT'S LANDSCAPE DEPARTMENT'5 INSPECTION AND CONSTRUCTION 1/2" minimum from edges and expansion joints. Tamp aggregate to a uniform specified by Solis Engineer. APPROVAL PROCESS. SPECIFICATIONS depth below concrete surface. B. Trenching and Laying Pipe I. Gleaning and Sealing I. Trenches to pitch a minimum of 1/5" per foot unless otherwise indicated on the 5. Stamped Concrete - Tamp fresh concrete with heavy metal grid. 5creed 1. Glean all masonry work. Remove all mortar stains. Remove alkali with solution IT 15 THE OWNER'S RESPONSIBILITY TO OBTAIN ANY ADDITIONAL DESla*D SMP drawings. Contractor to verify all invert elevations and trench depth prior to with straight edge to remove all Irregularities. Float to a smooth surface. of murtatic acid and water. Apply clear sealer to exposed surfaces if shown excavation. Apply color hardener 'Lithochrome' by L.M. 5cofield by the dry shake on the drawings. APPROVALS THAT ARE NECESSARY FOR WORK THAT 15 TO BE DRAWN SMP method usinga minimum of 60 pounds per 100 square feet. I in 2 or PERFORMED AS PART OF THESE PLANS / SPECIFICATIONS C ECG more shake and float after ech shke. Trowel only after final Apply 2. Upon completion of work, remove all mortar droppings, debris, materials and UNDER OTHER DEPARTMENT'S JURISDICTION. SMP 2. Bottom of trench shall be smooth and continuous to flow direction. A hollow y 9 tools from site. shall be made to receive bell of pipe so the joint will not bear upon the while concrete is still plastic using imprinting tools to make pattern as DATE subgrode. Adjustments to line and grade shall be made by scraping away or shown on the drawings. Apply color curing compound 'Lithochrome' color VI I. CARPENTRY II-21-13 filling in with backfill under the base of the pipe and not by wedging or wax by L.M. Scofield Company using roller or sprayer. If 'Bomocron' type 5cope of work - Provide all labor, materials, tools, equipment, transportation and JIM NO. blbq'14 blockin surface is shown on drawings, a release agent must be applied prior to necessary incidentals for completion of all carpentry as shown on the drawings, g' texturing the concrete. Color curing compound may be optional, as including but not limited to the following: CAD FIE 5. Trench material shall be used for backfill. However, no rocks or lumps indicated on the drawings. A. Materials SHEET NUMBER shall be used. Welded joints shall be given at least 15 minutes setup 6. Sand Finish - Tamp fresh concrete with heavy metal grid. Screed with I. Wood - rough sawn, resawn, surfaced 4 sides where shown on the drawinggs, before handling. Above the level of initial backfill, the trench may be straight edge to remove all irregularities. Float to a smooth surface, steel straight, sound, free from marks, pin head knots, sap pockets, slivers, anc� backfilled with trench material. trowel and edge to on even hard surface. Prior to set, lightly sponge checks. Select grade or better where shown on the drawings. C%S�i COI STRUC,7 I O N 5FEC.., I F I r..,.,AT 1 0 I 5 6 OF 18 %ffB PLAN SET 0" 11-21-13 ' A5 19 8 A4 PASEO DEL CpRAZpIV 6.0 A3 WATER LINE * SffAVWt PAIt1Hs.W_ 1" 1124 (PRIVATE BAN 1 w STREET) w 3414/COiAST HQ�INAY.SURF 200 180E 1 DA4A ro1111rr,0VJKW4A 92b29 00 44331418 FAX"443-101 • l io S C re 1 O . ,r I MUrpy i �HF �• ' W � t 7-31-14 F� f Rarcwal Dote L r I ® t I .. 1/4" OF CALIF'JEL I I 2460' I I I I 1 i MBEs IRAIL i i LOT 85 AN 86 These drawings and/or the I ® 1 I PFF=159.10 I I are the exclusive pro ert of TO BE INST Q — accompanyingspecifications PER THE O ERALL Forsum/Summers do Murphy, ® ® ® ® ® i i i PRODUCTION PLANS � I Inc. and their use and publi— L ® 1 U__ I I — — cation shall be restricted to the 10AN Ik I original site for which they \ I I Q were prepared. Re—use, repro— n = I I I I duction or publication by any I method, in whole or port, is LOT84 \ L®, I I ® � I , _ I TEM I prohibited except by written PORARY LOT E3 PLAN 1. Iz, permission from Forsum/FF:O LOT 8 PE 0 MODEL SITE Summers & Murphy, Inc.PLAN 36 FFO PARKING LOTIVN PE ...... ............ .. ....... .. v i , �-_- 3/4 rRANs- /'.,,. FORMER I Cl 2" 2f _ —_- - - - - - - SEWER LINE Al 5.1 _ _ _ - - - - PASEO DI SIRE DO I MAINLINE PROVIDED FOR FUTURE A2 11 PE AREA0 1w 310E 1WATER LINE Ink ° w ® ° O a ® ® f1 ® L IRRIGATION MATERIAL LEGEND SUB-ASSOCIATION LANDSCAPE IRRIGATION ZONE #15 SYMBOL MANUFACT. MODEL NO. /DESCRIPTION gph PSI PATTERN 'NOTE A: POINT OF CONNECTION # 15 SHALL BE A 1" DOMESTIC WATER METER WITH A 2" SERVICE TREE BUBBLER 37 MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY. LINE. VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR HUNTER PCB-25 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR 24" BOX AND SMALLER .25 (0.5) 30 TRICKLE ACTUAL LOCATION OF MAINLINE AND RELATED EQUIPMENT TO BE WITHIN PLANTER AND TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS PCB-50 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR 36" BOX .50 (1.0) TRICKLE T MPINIMUM OF 18"OFF ADJACENT HARDSCAPE OR BUILDING AND OTHER OBSTACLES FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE PCB-10 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR 48" BOX TREES AND PALMS 1.0 (2.0) UMBRELLA FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND IRRIGATION EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE, PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE NOTE B: CONSULTANT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION ANY SIDES OF TREE TYPICAL. CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMODATE ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE POINT TO POINT DRIP VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT RESPONSIBILITY OF THE CONTRACTOR. • POLES„ FIRE HYDRANTS,ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED NO SYMBOL RAIN BIRD XERI BUG XB-10PC-1032, XB-20PC-1 PRESSURE COMPENSATING DRIP EMITTERS (1.0, 2.0 GALLON PER HOUR) CITY OF PALM DESERT REPRESENTATIVE PRIOR TO STARTING WORK. STATIC WATER PRESSURE 90 PSI SEE PLANT DRIP EMITTER MATRIX BELOW LEFT FOR SIZE AND QUANTITY W NOTE C: DESIGN WATER PRESSURE 70 PSI WATER CONSERVATION STATEMENT BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY,ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES MAXIMUM SYSTEM DEMAND 19 GPM Q TORO PROVIDE A FCH-H-FIPT AUTOMATIC FLUSH VALVE AT END OF DRIPLINE 3/4" PCV FLUSH MANIFOLD LINE, INSTALL FLUSH AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT RESIDUAL WATER PRESSURE 20 PSI VALVE INSIDE A SEPERATE VALVE BOX, ONE AT THE END OF TUBING RUNS IN EACH DIRECTION. INSTALL 18" FROM THE LANDSCAPE AND IRRIGATION DESIGN INCLUDED IN THIS LANDSCAPE IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. PAVING. INSTALL ALL FLUSH EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. V PACKAGE INCORPORATES A DRIP IRRIGATION SYSTEM. NOTE: NOT SHOWN RAIN BIRD POLYFLEX RISER AND MALE ADAPTER PFR/FRA CONNECTED TO THREADED TEE ON PVC ON BASE AND THREADED Z THE PLANTING DESIGN USES DESERT PLANTS COMPATIBLE WITH LOW WATER ANY CHANGES TO THE APPROVED PLAN MUST BE Maximum Design Meter Flow Rates: (1032) DRIP EMITTER ON TOP 0 3 USAGE AND THIS DESIGN MEETS THE CITY OF PALM DESERT'S WATER USE SUBMITTED IN WRITING TO THE CITY OF PALM DESERT FOR APPROVAL PRIOR TO OVERALL PRODUCTION SUMMARY : 3/4" = 23gpm 0 INSTALLATION J REQUIREMENTS. TOTAL AREA = 36,198 Sq. Ft. (0.83 Acres) 1" = 37gpm CERTIFICATE OF PROJECT COMPLETION NOTE: (33 gpm per Planted Acre)x (0.83 Acres) - 33gpm 1-1/2" = 80gpm NO SYMBOL RAIN BIRD ALL CONNECTIONS BETWEEN DRIP TUBING SHALL BE MADE USING "RAIN BIRD EASY FIT" FITTINGS V I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND HAVE APPLIED THEM Meter flow rates for 1" Meter= 24-36gpm 2" = 120gpm 0 < a{ IN Project Name: Parcel Map or Tract No.: ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN. ® 1" DOMESTIC WATER METER WITH 2" SERVICE LINE, INSTALLED BY COACHELLA VALLEY WATER DISTRICT d = 3: O Project Location: NOTE: ® EXISTING LANDSCAPE AREA - N.A.P. NOT A PART. "� Ice Q r TREES, PLANTS,WALLS,SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND © C.V.W.D. 1" R/P BACKFLOW PREVENTION DEVICE INSTALLED BY COACHELLA VALLEY WATER DISTRICT • N 0 SHALL NOT BE PLANTED, INSTALLED OR BUILT IN CVWD AND USBR EASEMENTS OR O Q N (� w Maximum Water Allowance: RIGHT-OF-WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT PERMIT FROM CVWD. (In hundred cubic feet) V❑ RAIN BIRD 100-EFB-CP SERIES (1") NORMALLY CLOSED BRASS MASTER VALVE Estimated Total Annual Water Use: NOTE: PER THE CITY OF PALM DESERT, ALL PIPING TO BE LOCATED ❑F DATA INDUSTRIAL BADGER/220P SERIES TEE FLOW SENSOR FOR IRRIGATION HIGH FLOW SHUT-OFF, 1" SIZE (in hundred cubic feet) ADJACENT TO BUILDING / HARDSCAPE, NOT IN THE MIDDLE OF IN WEATHERTRAK ET PR03 SERIES WEATHER BASED AUTOMATIC SPRINKLER CONTROLLER MOUNTED WITHIN A"STRONG BOX" SERIES STAINLESS STEEL PLANTING AREAS DUE TO CONFLICTS WITH PLANTS AND TREES VANDAL RESISTANT ENCLOSURE ASSEMBLY BY HYDROSCAPE PRODUCTS -SIZE AND TYPE NOTED ON DRAWING. Preliminary Project Documentation Submitted: (initials indicates submittal) m 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD 1. Grading design plan N N NIBCO T-585-70 FULL PORT BALL VALVE - LINE SIZE. Z Z 2. Landscape design plan cc RAIN BIRD XCZ-100-PRF-BF 1" DRIP REMOTE CONTROL VALVE KIT WITH MOD.# PRF 1" PRESSURE REGULATING WYE FILTER AS PART OF ASSEMBLY 0 3. Irrigation design plan THE PROJECT APPLICANT SHALL SUBMIT AN IRRIGATION AUDIT REPORT • RAIN BIRD 1X0-PEB-PRS-D (1" OR 1112") SERIES PRESSURE REGULATING PLASTIC REMOTE CONTROL VALVE, SIZE AS SHOWNEZF-0-9-03 REMOTE3 WITH THE CERTIFICATE OF COMPLETION TO THE LOCAL AGENCY THAT CONTROL VALVE. -SIZE INDICATED. W 4. Irrigation schedules MAY INCLUDE, BUT NOT BE LIMITED TO, INSPECTION, SYSTEM TUNE-UP, SYSTEM TEST WITH DISTRIBUTION UNIFORMITY, REPORTING RAINBIRD 33-DRC LOCKING QUICK COUPLER WITH RUBBER CAP , Post installation Inspection: (initials indicate completion) OVERSPRAY OR RUN-OFF THAT CAUSES OVERLAND FLOW,AND J ti PREPARATION OF AN IRRIGATION SCHEDULE. REFER TO SECTION DRIP SYSTEM NOTES. AS APPROVED PVC PIPE 2" CL. 315 SOLVENT WELD AS MAINLINES 18" BELOW GRADE ` G A. Plants installed as specified 0.00,040 OTHER PROVISIONS IN THE COACHELLA VALLEY WATER AS APPROVED PVC PIPE 3/4" - 11/4" CL. 200 AS LATERAL LINES 12" BELOW GRADE co 0) ! W DISTRICT ORDINANCE 1302.1 LANDSCAPE AND IRRIGATION SYSTEM INSERT DRIP EMITTERS INTO RISER AS CLOSE AS POSSIBLE TO PLANT B. Irrigation systems installed as designed DESIGN CRITERIA. MATERIALS.COVER ALL DRIP TUBING COMPLETELY WITH DECOMPOSED = _ ILL GRANITE SPECIFIED ON LANDSCAPE PLANS AS APPROVED PVC PIPE SCH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED �� � PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. Z V G J Comments: CONTRACTOR TO PROVIDE THE QUANTITY OF EMITTERS AND RISERS W PLANT / GROUND COVER EMITTER LEGEND BASED ON THE ACTUAL PLANT COUNT AND THE EMITTER LEGEND NO SYMBOL AS APPROVED IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED) 0 CL Q SHOWN BELOW.ANY REFERENCE TO EMITTER QUANTITIES ON THESE of CL 0 PLANT WATER TYPE USE # OF EMITTERS /GPH PLANS IS FOR DESIGN USE ONLY.VERIFY THE ACTUAL PLANT NO SYMBOL 3M DBY-6 DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS (U.L. APPROVED) QUANTITIES AND SIZES FROM THE LANDSCAPE PLANS PRIOR TO A copy of this certification has been provided to Owner/Developer and District LOW SHRUBS 2 -2.0 GPH (4.0 GPH) BIDDING OR STARTING WORK. � D N NO SYMBOL K.B.I. KSC-XXX-S SWING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV WHEN RCV IS LOWER THAN THE SPRINKLERS Comments: LOW MODERATE SHRUBS 2 - 5.0 GPH (10.0 GPH) HOA IRRIGATION NO SYMBOL K. KC-XXX-S SPRING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV IMMEDIATELY ABOVE FIRST LATERAL LINE TEE. PLAN MODERATE SHRUBS 2 - 7.0 GPH (14.0 GPH) PIPE SIZING CHART .B. . WHEN RCV IS HIGHER THAN THE SPRINKLERS TREES 3 - 10.0 GPH (30.0 GPH) VALVE NUMBER 0 TO 5 GPM 314' CL. 200 PVC PIPE It is my opinion that the work outlined above has been completed in substantial DRIP SYSTEM NOTES: 5 TO 10 GPM 1" CL. 200 PVC PIPE O� RH accordance with Coachella Valley Water District and The City of Palm Desert's ALL LATERAL LINES FOR DRIP SYSTEM SHALL BE PVC AS SHOWN IN THE LEGEND. XX XX G.P.M. These plans have been reviex%ed by the Coachella Vallee Water District in Landscape and Irrigation Guidlines. 10 TO 15 GPM 1-1/4' CL. 200 PVC PIPE P 9 POLY FLEX TUBING ADAPTER SHALL BE CONNECTED TO THE PVC LATERAL LINES IN 15 TO 25 GPM 1-1/2" CL. 200 PVC PIPE XX XX HYDRO-ZONE/ IRR. APPLICATION A T F accordance with Water Code Title 7.Division 1.Chapter Article 10.8.Section �RA�VM MJ LOCATIONS ALONG THE LATERAL LINE ROUTE IN QUANTITIES AND LOCATIONS I R 65597 et seq.requiring efficient landscape and irrigation design in cooperation with the local governing agency(City or County)."Approval of this draxcing by C\Ak D �!� RH REQUIRED BY EACH SHRUB OR GROUNDCOVER. NOTE: VALVE SIZE staff does not constitute approval to encroach into district and t SBR Rights-Of�ti ar. Landscape Architect Signature Date License No. CONTRACTOR SHALL SIZE ALL LATERAL LINES PER O Trees,plants,walls,and permanent structure of any kind may not be planted or DATE CONTRACTOR TO PROVIDE THE QUANTITY OF EMITTERS BASED ON THE ACTUAL PLANT PIPE SIZING CHART, IN NO INSTANCE SHALL PIPE S T R 1 G installed in CVWD and LSBR easements or right-of-way x�ithout first obtaining an I I—�I-13 COUNT AND THE EMITTER LEGEND SHOWN ABOVE. ANY REFERENCE TO EMITTER encroachment permit from CV"A'D. � IMQ QUANTITIES ON THESE PLANS IS FOR DESIGN USE ONLY. VERIFY THE ACTUAL PLANT SIZE EXCEED DESIGNATED GPM RANGE. hib�1'74 G/TY OF PALM I� SFRT QUANTITIES AND SIZES FROM THE LANDSCAPE PLANS PRIOR TO BIDDING OR SCALF : 1 II = 1 O I CAD FU 1N5PFGT/ON 5GHEDULE NOTr STARTING WORK. DATE WATER y1ANAGE\TENT DEPARTMENT sHM NUhiM REFER TO THE TITLE SHEET FOR THE CITY OF DRIP SYSTEM HAS BEEN DESIGNED TO ACCOMMODATE THE UPSIZING OF EMITTERS TO PALM DE5ERT'5 IN5PECTION 5CHEDULE. COMPENSATE FOR FUTURE PLANT GROWTH. MAINTENANCE PERSONNEL SHALL CVWD PLAN# DE�'ELOPyfENT SERVICE DEPARTMENT UPGRADE EMITTER SIZES AS REQUIRED TO PROVIDE ADEQUATE WATER FOR HEALTHY I P 1 PLANT GROWTH. 01 20, 50, NORTH -7 OF 18 PLAN SET "D" 11-21-13 i i I I i ® ® ® WATER LIN PASEO p !PARP ARS,W_ EL COON tANDSGIPE ARCHTEOS �--® (PRIVATE STREET) MW CDAST HCHwAY,SUrrE 200 1AAM Polar.cxFORnA WV" ® (949)443.U46 FAX"443.16M `f . ft � - - �NDSCA , Y : : f is O :,::. ..�.r. ..;::• .:< ; ._ ::.' ..<•° - .:�' -: -HVAC HVAC 11 7-31-14 ® # rq Date A O I j j D _ .® xTrrrT1 These drawirgs and/or -,he SALES I I ' accompanyirg specificotiors I I PAD=159.10 I I I 1 FF=159.10 Al ® — — — m are the exclusive property o` ` , I Forsum/Summers & Murphy, u Inc. and their use and publi- ■ 3/r ® �--J I I ® I I : I m catior shall be res,ric,ed to the Al u I — — — — ,' original site for which they were prepared. Re-use, repro- I �/r ductior or publication by any .� — — — method, in whole or part, is I 1 I prohibited except by wri„er LOTB4 L _� TEMPORARY 1 t y► PLAN IC - perr^ission rom Forsum/ LOT 82 'l PLAN YA PEO / MODE I Summers & Murphy, Irc. PLAN 3B FF:O I I .........................i. LOT — — L SITE FF:O PE:O I I ® PARKING I Q� -_" , ° SEWER LINE PASEO DIVERTIDO (PRIVATE STREET) IWATER LINE � ° Z Ll b b L/Y C IRRIGATION MATERIAL LEGEND SYMBOL MANUFACT. MODEL NO. /DESCRIPTION gph PSI PATTERN TREE BUBBLER y HUNTER PCB-25 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR 24" BOX AND SMALLER .25 (0.5) 30 TRICKLE PCB-50 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR 36" BOX .50 (1.0) TRICKLE CITY OF PALM DESERT PCB-10 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR 48" BOX TREES AND PALMS 1.0 (2.0) UMBRELLA EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE, PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE • SIDES OF TREE TYPICAL. WATER CONSERVATION STATEMENT POINT TO POINT DRIP , NO SYMBOL RAIN BIRD XERI BUG XB-10PC-1032, XB-20PC-1032 PRESSURE COMPENSATING DRIP EMITTERS (1.0, 2.0 GALLON PER HOUR) JV THE LANDSCAPE AND IRRIGATION DESIGN INCLUDED IN THIS LANDSCAPE SEE PLANT DRIP EMITTER MATRIX BELOW LEFT FOR SIZE AND QUANTITY PACKAGE PLANTIING DESIGN USES DESER TS A RIP TIGATION SYSTEM.PLANS COMPATIBLE WITH LOW WATER © TORO PROVIDE A FCH-H-FIPT AUTOMATIC FLUSH VALVE AT END OF DRIPLINE 3/4" PCV FLUSH MANIFOLD LINE, INSTALL FLUSH PLANT GROUND COVER EMITTER LEGEND THE USAGE AND THIS DESIGN MEETS THE CITY OF PALM DESERT'S WATER USE VALVE INSIDE A SEPERATE VALVE BOX, ONE AT THE END OF TUBING RUNS IN EACH DIRECTION. INSTALL 18 FROM PLANT WATER TYPE USE #OF EMITTERS/GPH ZO 3 REQUIREMENTSS PAVING. INSTALL ALL FLUSH EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. LOW SHRUBS 2 -2.0 GPH (4.0 GPH) O CERTIFICATE & PROJECT COMPLETION NOT SHOWN RAIN BIRD POLYFLEX RISER AND MALE ADAPTER PFR/FRA CONNECTED TO THREADED TEE ON PVC ON BASE AND THREADED LOW MODERATE SHRUBS 2 - 5.0 GPH (10.0 GPH) G V (1032) DRIP EMITTER ON TOP Project Name: Parcel Map or Tract No.: MODERATE SHRUBS 2 - 7.0 GPH (14.0 GPH) 0 < N © P.O.C. 3/4" DOMESTIC WATER METER WITH 3/4"SERVICE LINE FOR FUTURE RESIDENCE, EXISTING PER CIVIL DRAWINGS ( not shown) d = 3 Z Project Location: STUB OFF WATER SUPPLY LINE FOR IRRIGATION AND PROVIDE A GATE VALVE TO ISOLATE THE SYSTEM. TREES 3 - 10.0 GPH (30.0 GPH) ,L � Q DRIP SYSTEM NOTES: 0 Maximum Water Allowance: ® HUNTER PC-6001 INDOOR MOUNTED IRRIGATION CONTROLLER,W/MODULES TO PROVIDE REQ. STATION QUANTITY ALL LATERAL LINES FOR DRIP SYSTEM SHALL BE PVC AS SHOWN IN THE LEGEND. Q Id lV 0 v (In hundred cubic feet) INCLUDE A HUNTER WIRELESS SOLAR SYNC. INSTALL NO FARTHER FROM CONTROLLER THAN 800' FT FROM CONTROLLER. POLY FLEX TUBING ADAPTER SHALL BE CONNECTED TO THE PVC LATERAL LINES IN WIRELESS SOLAR SYNC TO BE INSTALLED ON EVE WITH SOUTH OR WEST EXPOSURE AND FREE FROM ANY OBSTRUCTIONS LOCATIONS ALONG THE LATERAL LINE ROUTE IN QUANTITIES AND LOCATIONS Estimated Total Annual Water Use: SUCH AS TREES, BUILDING, ETC. INSTALL PER MANUFACTURERS SPECIFICATIONS, LOCATE CONTROLLER IN GARAGE AS AVAILABLE. REQUIRED BY EACH SHRUB OR GROUNDCOVER. m HOUSE 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD (in hundred cubic feet) ® SOLAR SYNC SENSOR AND MODULE, MOUNT SENSOR TO EAVE OF ROOF IN FULL SUN EXPOSURE AND WIRE TO SYNC MODULE. CONTRACTOR TO PROVIDE THE QUANTITY OF EMITTERS BASED ON THE ACTUAL PLANT WIRE MODULE TO CONTROLLER PER MANUFACTURER'S RECOMMENDATION COUNT AND THE EMITTER LEGEND SHOWN ABOVE. ANY REFERENCE TO EMITTER Preliminary Project Documentation Submitted: (initials indicates submittal) QUANTITIES ON THESE PLANS IS FOR DESIGN USE ONLY. VERIFY THE ACTUAL PLANT T-585-70 FULL PORT BALL VALVE - LINE SIZE. QUANTITIES AND SIZES FROM THE LANDSCAPE PLANS PRIOR TO BIDDING OR 1. Grading design plan ® TORO (LOW FLOW VALVE RANGE .25-8.0 GPM) STARTING WORK. Z (MED FLOW VALVE RANGE 2.0-20.0 GPM) DRIP SYSTEM HAS BEEN DESIGNED TO ACCOMMODATE THE UPSIZING OF EMITTERS TO Z 2. Landscape design plan SEE PLAN FOR VALVE SIZE- DZK-EZF-075-LF (3/4 VALVE ) OR DZK-EZF-1-MF ( 1 VALVE ) COMPENSATE FOR FUTURE PLANT GROWTH. MAINTENANCE PERSONNEL SHALL y 5 PLASTIC ANTI-SIPHON TYPE CONTROL VALVE, WITH MESH WYE FILTER AND PRESSURE REGULATOR. INSTALL UPGRADE EMITTER SIZES AS REQUIRED TO PROVIDE ADEQUATE WATER FOR HEALTHY CL LU 3. Irrigation design plan BOTH ON THE DOWNSTREAM SIDE OF EACH DRIP RCV IN A VALVE BOX. PLANT GROWTH. W g AS APPROVED PVC PIPE 11/4" SCH. 40 SOLVENT WELD AS MAINLINES 18" BELOW GRADE 4. Irrigation schedules AS APPROVED PVC PIPE 3/4" - 11/4" CL. 200 AS LATERAL LINES 12" BELOW GRADE Y ti Post installation Inspection: (initials indicate completion) _ _ _ _ _ _ — AS APPROVED PVC PIPE SCH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED DRIP SYSTEM NOTES. 02 PLACE BELOW ALL PAVING HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. A. Plants installed as specified _co � WE DRIP EMITTERS INTO RISER AS CLOSE AS POSSIBLE TO PLANT NO SYMBOL AS APPROVED IRRIGATION CONTROL WIRE#14UF AWG DIRECT BURIAL (U.L.APPROVED) MATERIALS. COVER ALL DRIP TUBING COMPLETELY WITH DECOMPOSED �- U. B. Irrigation systems installed as designed NO SYMBOL 3M DBY-6 DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS (U.L. APPROVED) GRANITE SPECIFIED ON LANDSCAPE PLANS W (�p J Comments: KSC-XXX-S SWING CHECK VALVE LINE SIZE 1 DOWNSTREAM OF EACH RCV WHEN RCV IS LOWER THAN THE SPRINKLERS CONTRACTOR TO PROVIDE THE QUANTITY OF EMITTERS AND RISERS a t NO SYMBOL K.B.I. BASED ON THE ACTUAL PLANT COUNT AND THE EMITTER LEGEND ~ V NO SYMBOL K.B.I. KC-XXX-S SPRING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV IMMEDIATELY ABOVE FIRST LATERAL LINE TEE, SHOWN BELOW. ANY REFERENCE TO EMITTER QUANTITIES ON THESE WHEN RCV IS HIGHER THAN THE SPRINKLERS PLANS IS FOR DESIGN USE ONLY. VERIFY THE ACTUAL PLANT SHEU D N A copy of this certification has been provided to Owner/Developer and District QUANTITIES AND SIZES FROM THE LANDSCAPE PLANS PRIOR TO REAR YARD Comments: PIPE SIZING CHART VALVE NUMBER BIDDING OR STARTING WORK. IRRIGATION PLAN 0 TO 5 GPM 3/4" CL. 200 PVC PIPE /77\ XX G.P.M. 5 TO 10 GPM 1" CL. 200 PVC PIPE XX HYDRO-ZONE/ IRR. APPLICATION DBKNM MM 10 TO 15 GPM 1-1/4" CL. 200 PVC PIPE These plans have been reviewed by the Coachella Valley Water District in DRAVVN It is my opinion that the work outlined above has been completed in substantial accordance with Coachella VALVE SIZE A T E accordance with Water Code Title 7,Division 1,Chapter 3.Article 10.8.Section MM Valley Water District and The City of Palm Desert's Landscape and Irrigation Guidlines. 15 TO 25 GPM 1-1/2" CL. 200 PVC PIPE `N R 65597 et seq.requiring efficient landscape and irrigation design in cooperation with CHECM the local governing agency(City or County)."Approval of this drawing by CV1VD RH NOTE: staff does not constitute approval to encroach into district and USBR Rights-of-Nt'ay. CONTRACTOR SHALL SIZE ALL LATERAL LINES PER D Trees,plants,walls,and permanent structure of any kind may not be planted or DATE Landscape Architect Signature Date License No. PIPE SIZING CHART, IN NO INSTANCE SHALL PIPE S T R installed in CVWD and USBR easements or right-of-way without first obtaining an G/TY R O� PALM 17�5� T SIZE EXCEED DESIGNATED GPM RANGE. SCALE — encroachment permit from CvwD. � �` blbgl4 1N5PFGT/ON SCHEDULE NOTF DATE WATER MANAGEMENT DEPART v1E`T CAD FU SHED NUtAM REFER TO THE TITLE SHEET FOR THE G I TY OF PALM DESERT'S INSPECTION SCHEDULE. o' ,o' O cvWD PLAN# DEVELOPLIEVT SERVICE DEPARTl�1E'�? 2 � .., NORTH IP-2 8 OF 18 SIIi�TS PLAN SET 011 11-21-13 IRRIGATION NOTES MODEL WATER USE SUMMARY FOR POC #15 1. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. Landscape Water Use Calculations IRRIGATION RUN TIME SCHEDULE 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES COACHELLA VALLEY WATER DISTRICT BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE TYPICAL IRRIGATION CONTROLLER RUNTIMES PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS PLANT TYPE I SPRINKLER 'TYPE Eto AM PR RATE IE RUN TIME QUANTITY RUN TIME (HOURS) (HOURS) t P/KTT�S,INC SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. PROJECT-. Spanish Walk �- Esperanza Days Per W�r'It: i� '�.9 LANDSCAPE MCHrrEM . Shrub and Ground Covers: MW COAST HQ-WAY,WM 200 avdA PONT.CMX)FW SWAB 3. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE Tract#33837 Drip 9.90 I3.4€I 0,49 0.90 0,35 3 1.05 00"3 FAX 00 44116M BEGINNING WORK. City of Palen Desert, California Trees:........ 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED COMPLEX IRRIGATION ON PLANS� T R Bubblaer Heads 9,90 0,80 3.00 0.90 0,11 2 0.23 OSC CYCLES PER DAY: °I TOTAL NUMBER OF STATIONS: 5 F,� IAur 41 HEREIN BEFORE BEGINNING WORK. (MODEL �N Ap Project Etta: 93.9 TOTAL RUN TIME IN HOURS FOR ©RIP 8� BUBBLERS ONLY: 1.2$ �`�G� 'Ic�C, 5. THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TOTAL RUN TIME IN HOURS: 1.28 TO BE INSTALLED WITHIN PLANTING AREAS. Maximum Annual Water Allowance (MAWA) W r^ (GALLONS PER YEAR) Cr - THESE SUGGESTED RUN TIMES ARE FOR REFERENCE 7s93 ti+►e 6. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS WATER CONSERVATION CONCEPT STATEMENT ONLY. ACTUAL RUN TIMES MAY DIFFER DUE TO Re-31 4 OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS Total S Ft` 11.,424 VARYING SITE CONDITIONS. CONTRACTOR SHALL IhZI-IS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S POINT OF CONNECTION ADJUST RUN TIMES AS REQUIRED TO PROVIDE s�qT Done REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY F Esperanza Project Site: Spanish Walk FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. MWA = (Eto)x(4.5)x(Total Sq.Ft.)x(0,62)/(749) W 445 CCF Es 1P Tract or Parcel Number: 33837 OF Cp`tFpf� 7. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE THE PROJECT APPLICANT SHALL SUBMIT AN IRRIGATION AUDIT REPORT Estimated lied Water Used Project Location: City of Palm Desert, California WITH THE CERTIFICATE OF COMPLETION TO THE LOCAL AGENCY THAT RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND e � INSTALLATION. (GALLONS PER YEAR) MAY INCLUDE, BUT NOT BE LIMITED TO, INSPECTION, SYSTEM TUNE-UP. These drawings and/or the Landscape Architect/ Irrigation Designer /Contractor: SMP INC. SYSTEM TEST WITH DISTRIBUTION UNIFORMITY, REPORTING accompanying specifications 8. OVERSPRAY OR RUN-OFF THAT CAUSES OVERLAND FLOW, AND are the exclusive property o, FIELD CT LOCATION FOR THE INSTALLATION THE AUTOMATIC CONTROLLER IS TO BE Forsum/Summers do Murphy,DETERMINED IN THE EWU�((Eto)x(Plant Factor)x(Hydrozone Sq.Ft.)x(0.62)/(748))/IE Included in this project submittal package are: (Check to indicate completion) PREPARATION OF AN IRRIGATION SCHEDULE. REFER TO SECTION Inc. and their use and publi- B BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 0.00.040 OTHER PROVISIONS IN THE COACHELLA VALLEY WATER cation shall be restricted to the DISTRICT ORDINANCE 1302.1 LANDSCAPE AND IRRIGATION SYSTEM original site for which they 9. CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE L>3 Water Use Shrub Planting: 1. Maximum Annual Applied Water Allowance: were prepared. Re-use, repro- DESIGN CRITERIA. duction or publication by any TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS. Conventional Landscape: 445 100 cubic feet/year method, in whole or part, is + Recreational Turfgrass Landscape: 0 100 cubic feet/year(if applicable) prohibited except by written 10. ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE Plant Factor= 0.2 Sq. Ft, = 2,3a6 IE= '0.9 Maximum Annual Applied Water Allowance: 445 100 cubic feet/year permission from Forsum/ LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED EWU= 49 CCF Summers & Murphy, Inc. TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE 2. Estimated Annual Applied Water Use by Hydrozone: SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. Turfgrass Hydrozones: 0 100 cubic feet/year Mod Water Use Shrub Planting: Recreational Turfgrass Landscape: 0 100 cubic feet/year 11. ALL REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL Low Plant Hydrozones: 49 100 cubic feet/year REMOTE CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL REMOTE Plant Factor= O 5 Sq, Ft. 5;56£I IE= 0.9 Mod Plant Hydrozones: 370 100 cubic feet/year . = CONTROL VALVES WITHIN 18" OF HARDSCAPE. 3�€! High Plant Hydrozones: 0 100 cubic feet/year EIWU " CCF Water Features: 100 cubic feet/year 12. ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS Other Not Applicable 100 cubic feet/year ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS LowWater Use Tree Planting: Estimated Annual Total Applied Water Use: 420 100 cubic feet/year INCLUDES, BUT NOT LIMITED TO,ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS - 3. EATAWU < MAAWA AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. Plant Factor 0.2 Sq.Ft. = O IE= 'O19 EWU= ; 0 CCF. 4. Landscape Design Plan Z 5. Irrigation Design Plan 0 SPANISH WALK - ESPERANZA COMMON AREA PHASE 1 LANDSCAPE IRRIGATION PLANS llod'V+iatert�seTree Planting: S� PLANT/ EMITTER SCHEDULE 6. Grading Design Plan �++ att EMITTER EMITTER Plant Factor- 0.5 Sq. Ft. = 0 IE= 0.9 7. Soil Chemical Analysis (optional) BOTANICAL NAME COMMON NAME QUANTITY VOLUMEWt1= CCF C LOW WATER USE SHRUBS Description of Project: (Briefly describe the planning and design actions that are intended ACALYPHA MONOSTACHYA RASPBERRY FUZZIES 2 1.0 GPH to achieve consevation and efficiency in water use.): AGAVE AMERICANA CENTURY PLANT 2 1.0 GPH MAXIMUM APPLIED WATER ALLCIiIJ'IIfANCE: 44�S CCF Utilization of controller with water budgeting feature. (in hundred cubic feet) Irrigation zones separated by plant material types. ALOE BARBADENSIS ALOE VERA 2 1.0 GPH ALOE 'BLUE ELF' BLUE ELF ALOE 2 1.0 GPH TOTAL EST11MATED WATER USE: 40:CCF.. - Date: Prepared by: . DASYLIRON WHEELERI DESERT SPOON 2 1.0 GPH (in hundred cubicfeet) ECHINOCATUS GRUSONII GOLDEN BARREL CACTUS 2 1.0 GPH HESPERALOE PARVIFLORA RED YUCCA 2 1.0 GPH LARREATRIDENTATA CREASOTE 2 1.0 GPH COMMON AREAS AND MODEL WATER USE SUMMARY FOR POC #15 r LAVANDULA ANGUSTIFOLIA LAVENDER 2 1.0 GPH OENOTHERA CAESPITOSA WHITE-TUFTED EVENING PRIMROSE 2 1.0 GPH PENSTEMON SUPERBUS PENSTEMON 2 1.0 GPH SALVIA CLEVELANDII CLEVELAND SAGE 2 1.0 GPH lcel" iSB Calculations RUN TIME SCHEDULE LBnt)SC:c�L Q STIPA TELATA MA MEXICASOAP-TN FEATHER GRASS 2 1.0 GPH COACHELLA ELLA VALLEY WATER DISTRICT TYPICAL IRRIGATION CONTROLLER RUN TIMES YUCCA ELATA SOAP-TREE YUCCA 2 1.0 GPH V YUCCA BACCATA BANANA YUCCA 2 1.0 GPH PLANT"HYPE I SPRINKLER TYPE Etc;` AKc PR RATE 1E RUN TIME QUANTITY RUN TIME ZINNIA GRANDIFLORA PRAIRIE ZINNIA 2 1.0 GPH Days Per Week ek 6 9.9 (HOURS) (HOURS) Z 3 ZEPHYRANTHES GRANDIFLORA RAIN LILY 2 1.0 GPH PROJECT: Spanish Walk - Esperanza Shrub and Ground Covers: O 0 Tract If 33837 Drip 9.9t1 0.40 0,49 0,90 0,35 6 2.10 LOW/ MOD WATER USE SHRUBS City of Palm Drier[,California Tres: < � N AGAVE GEMINIFLORA TWIN FLOWER AGAVE 2 1.0 GPH Bubbler Heads 9,90 0.80 100 0,90 0A 1 9 1.03 d = � 0 AGAVE DESMETTIANA AGAVE 2 1.0 GPH (PROPOSED AREA SERVICEDFROM POC#15) CYCLES' PER DAY: 1 TOTAL NUMBER Of STATIONS: 15 ^- LEUCOPHYLLUM CANDIDUM SAGE 2 1.0 GPH Project Eto: 93.9 TOTAL RUN Tim IN HOURS FOR DRIP & BUBBLERS ONLY: 3.12 n O LEUCOPHYLLUM FRUTESCENS TEXAS RANGER 2 1.0 GPH TOTAL RUN TIME IN HOURS: 3.12 Q C C� Maximum Annual Water Allovan (i AWA) MODERATE WATER USE SHRUBS (GALLONS PER YEAR) THESE SUGGESTED RUN TIMES ARE FOR REFERENCE WATER CONSERVATION CONCEPT STATEMENT ONLY. ACTUAL RUN TIMES MAY DIFFER DUE TO BOUGAINVILLEA"RASPBERRY ICE" BOUGAINVILLEA 2 2.0 GPH CALLISTEMON VIMINALIS'LITTLE JOHN' DWARF WEEPING BOTTLE BRUSH 2 2.0 GPH Total Sq. Ft.- 36,199 POINT OF CONNECTION VARYING SITE CONDITIONS. CONTRACTOR SHALL ADJUST RUN TIMES AS REQUIRED TO PROVIDE CAESALPINIA PULCHERRIMA ROCK ROSE 2 2.0 GPH CISTUS PURPUREUS LAUREL LEAF SNAIL SEED 2 2.0 GPH DODONAEA VISCOSA HOPSEED BUSH 2 2.0 GPH MWA - (Eto)x(O. )x(Total Sq. Ft.)x(O.62)/(748) = 1409 CCFProject Site: Spanish Walk Esperanza Ph 1-3 Tract or Parcel Number: 33837 LANTANA MONTEVIDENSIS PURPLE TRAILING LANTANA 2 2.0 GPH Project Location: City of Palm Desert, California THE PROJECT APPLICANT SHALL SUBMIT AN IRRIGATION AUDIT REPORT Z Estimated lied Water Used WITH THE CERTIFICATE OF COMPLETION TO THE LOCAL AGENCY THAT LANTANA CAMARA VARS. 'NEW GOLD' NEW GOLD LANTANA 2 2.0 GPH Estimated MAY INCLUDE, BUT NOT BE LIMITED TO, INSPECTION, SYSTEM TUNE-UP. a LIRIOPE SPECIES TURF LILY 2 2.0 GPH (GALLONS PER YEAR) Landscape Architect/ Irrigation Designer /Contractor: SMP INC. SYSTEM TEST WITH DISTRIBUTION UNIFORMITY, REPORTING a IL MYRTUS COMMUNIS "COMPACTA' TRUE MYRTLE 2 2.0 GPH OVERSPRAY OR RUN-OFF THAT CAUSES OVERLAND FLOW, AND ROSMARINUS OFFICINALIS ROSEMARY 2 2.0 GPH EWU=(( Included in this project submittal package are: (Check to indicate completion) PREPARATION OF AN IRRIGATION SCHEDULE. REFER TO SECTION Eto)x(Plar�t Factor)x(Hy rozone Sq Ft )x(0 2)/(745))/IE W RUSSELIA EQUISETIFORMIS CORAL FOUNTAIN 2 2.0 GPH 0.00.040 OTHER PROVISIONS IN THE COACHELLA VALLEY WATER SALVIA GREGGII 'SIERRA LINDA" RED SALVIA 2 2.0 GPH 1. Maximum Annual Applied Water Allowance: DISTRICT ORDINANCE 1302.1 LANDSCAPE AND IRRIGATION SYSTEM Lava€Water Use Shrub Planting: DESIGN CRITERIA. Y I` Conventional Landscape: 1409 100 cubic feet/year + Recreational Turfgrass Landscape: 0 100 cubic feet/year(if applicable) G WATER PRESSURE CALCULATIONS Plant Factor= 0.2 Sq.Ft.= 17,358 IE_ '0.9 Maximum Annual Applied Water Allowance: 1409 100 cubic feet/year WATER METER NUMBER 15 IWATER METER SIZE 1" IL EWU= 3W CCI'. , 2. Estimated Annual Applied Water Use by Hydrozone: HYDRAULIC GRADE LINE(FT) N!A WATER METER ELEVATION (FT) N/A Turfgrass Hydrozones: 0 100 cubic feet/year W_ Z(,�O -J ELEVATION DIFFERENCE (FT) N/A STATIC PRESSURE (PSI) 90 REMOTE CONTROL VALVE# A10 REMOTE CONTROL VALVE SIZE 1" Wd Water Use Shrub Planting: Recreational Turfgrass Landscape: 0 100 cubic feet/year 0 a Low Plant Hydrozones: 339 100 cubic feet/year �C R.C.V. DEMAND(GPM) 19 TOTAL DEMAND(GPM) 19 Mod Plant Hydrozones: 712 100 cubic feet/year HIGHEST HEAD SERVED(FT) N/A STATIC PRESSURE AT HIGHEST HEAD I NIA Plant Factor= 0.5 Sq. Ft.- 15,01€1 IE= 0.9 High Plant Hydrozones: 0 100 cubic feet/year SIZE IDESCRIPTION FLOW # PSI LOSS EWU= 649 CCF Water Features: 100 cubic feet/year SHET 2" SERVICE LINE (50 FT OF TYPE K COPPER) 19 1 0.2 PSI Other Not Applicable 100 cubic feet/year HOA IRRIGATION 1" WATER METER (DISC TYPE) 19 2 2.0 PSI Estimated Annual Total Applied Water Use: 1056 100 cubic feet/year CALCS 1" BACKFLOW PREVENTER (R/P TYPE) 19 3 13.0 PSI Low Water Use Tree Planting: 1" FILTRATION(WYE FILTER) 19 4 0.5 PSI N/A PRESSURE REGULATOR (WILKINS BR4) NIA 5 NIA PSI 3. EATAWU < MAAWA 1" BFD ASSEMBLY PIPING (BRASS W/4 ELLS) 19 6 7.6 PSI Plant Factor= 0,2 Sq. Ft.= 2,281 IE= 0.9 DESKTED RH 1" MASTER CONTROL VALVE 19 7 2.1 PSI 4. Landscape Design Plan EWU= 39 CCa These plans have been reviewed by the Coachella Valley Water District in 1" FLOW SENSOR 19 8 1.0 PSI P T E accordance with Water Code Title 7.Division 1.Chapter Article 10.8. Section MAVM MJ 2" ISOLATION VALVES (BALL TYPE) 19 9 1.0 PSI 5. Irrigation Design Plan 2" 500 FEET OF MAINLINE: GL. 315 PVC 19 10 1.8 PSI g g R 65597 et seq.requiring efficient landscape and irrigation design in cooperation x%ith MC3CI Water Use Tree Planttnx, the local governing agency(City or Count}'1."Approval of this drawing b. (A- D �® RH N/A FEET OF MAINLINE WA 11 N/A PSI 6. Grading Design Plan staff does not constitute approval to encroach into district and t SBR Right,-of Xti aN 2" 5-90 DEGREE ELBOWS 19 12 04 PSI Q Trees,plants,walls,and permanent structure of am"kind max not be planted or DATE 1" REMOTE CONTROL VALVE 19 13 6.5 PSI Plant Factor= 0.5 Sq,Ft,= 1�549 IE: 0.5 / S T R t G installed in CVWD and t'SBR easements or right-of-Hoc w ithoutrst obtainin firstg an I I�ZI�13 7. Soil Chemical Analysis (optional) 10°�O LATERAL LINE LOSS 19 14 3.0 PSI EWU- OBE encroachment permit from CVWD. )m NO. 616914 G/TY OF PALM L2E5�RT 20% FITTING LOSS(IN ADDITION TO ELBOWS SHOWN) 19 15 0.4 PSI /NSP�GT/ON SGH�L�UL NOTE NIA ELEVATION CHANGE(P.O C. TO HIGHEST HEAD} N!A 16 N/A P51 Description of Project: (Briefly describe the planning and design actions that are intended DATE ��'ATER�tA\AGE�tENT DEP-�RT�tENT CAD FU TOTAL SYSTEM PRESSURE LOSS (SUM OF#1 THRU#16) 17 39.5 PSI to achieve consevation and efficiency in water use.): PRESSURE REQUIRED AT HEAD 18 30.0 PSI SHIN NUMBER REFER TO THE TITLE SHEET FOR THE CITY OF TOTAL PRESSURE REQUIRED(SUM OF#17 AND#18) 19 69.5 PSI MAXIMUM APPLIED WATER ALLOWANCE: 1409 CCF of controller with water budgeting feature. Irrigation zones separated by plant material types. CVWD PLAN# DEVELOPMENT SERVICE DEPARTMENT PALM DESERT'5 IN5PEGTION 50HEOULE. STATIC WATER PRESSURE (FROM ABOVE) 20 90.0 PSI (in hundred cubitfeet;( RESIDUAL PRESSURE (SUBTRACT#19 FROM #20) 21 20.5 PSI lc�i TOTAL ESTIMATED WATER USE: 1056 CCF Date: Prepared by: SET PRV OR MGV AT(#20 PLUS 10 P51) ' 22 N/A PSI - - - PRESSURE BOOST, IF REQUIRED(SETTOACHIEVE 30 PSI RESIDUAL) 23 N/A PSI (in hundred cu.btcfeet) 9 OF 18 SHE n PLAN SET 011 11-21-13 IRRIGATION NOTES j 1. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION Landscape Water Use Calculations Landscape Water Use Calculations OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. COACHELLA VALLEY HATER DISTRICT COACHELLA VALLEY WATER DISTRICT Landscape Water Use Calculations COACHELLA VALLEY WATER DISTRICT 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PROJECT, Spanish Walk- Esperanza LOT#82 PROJECT: Spanish Walk- Esperanza LOT#83 PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS Tract#33837 Tract#33837 PROJECT: Spanish Walk- Esperanza OT#p 84 SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. City of Palm Desert, California C �T� CClt of Palr Des �z tl€orra LANDSCAPE ARCHT i o�rrA ro�rr,CALFC r�SM 3. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE City c�€Pal rn Desert,California 3M COAST HK24WAY.SLATE 2W f'��� FAx d�9f�� BEGINNING WORK. Project Etta_ 93.9 Project Eto, 93.9 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED Project Eto., 93 HEREIN BEFORE BEGINNING WORK. Maximum Annual Water Allowance (MAWA) Maximum Annual Waxer Allowance (AAAVStA) Q �_NNDSCAPF (GALLONS PER YEAR) (GALLEONS PER YEAR) Maximum Annual Water Allowance (MAWA} 5. THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS (GALLONS PER YEAR) �`' �,F ° ti �+ TO BE INSTALLED WITHIN PLANTING AREAS. Total Sq, fit.= 877 Total Sq, Ft. = 772 - -- 6. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS Total Sq Ft = 975 7-31-14 OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS "_ -- - - enesd e MWA (Ixta)x(O,S)x(Total Sq. Ft,)x(0.62)/(748) = 34 CCf I�llWA = (Eto)x(0,5)x{Total S . Ft. x 0.62 748 i� } ( }If W CC>+ WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S _ _ r Dote P REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY M1�/A lat.3)�(.'13 5)�(Total Sq. Ft.)x(0.62)/(748) _ 38 CCf q FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. Estimated Applied rater Used Estlimted Applied Water Used OF CA If 7. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE (GALLONS PER YEAR) (GALLEONS PEP YEAR) Estimated Applied Water Used (GALLONS PER YEAR) TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. EWl1=((Eto)x(PlantFactrrr)x(l-iydrozcne Sq.Ft.)x(0.62)/(?48))jfE EWLI=.((Etfl)x(F`larttFactor)x(H dreszone5 . fit.)x(:0. These drawings and/or the accompanying specifications _ . 62)/(748))/iE ions EWU=((Eto)x(P#ant Factor)x(Hydsive property of 8. ACTUAL LOCATION FOR THE INSTALLATION OF THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE rozone Sq. Ft.)x(0.62)/(748))/IE are the exclu Forsum/Summers FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE. Lt ater Use Slr€�b Plaltinlw= Lour Waterer Use Shrub Plar#tirt Abu h rPy• Inc. and their use and publi- Low Water Use Shrub Plaqttn& cation shall be restricted to the original site for which they 9. CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE wereprepared. - repro- TO Factor;- Sq. Ft.= 500 IE= 0.9 Plant Factor= 0:2 Sq. Ft.= 500, IE_ 0.9 orpublication Re use, repro - duction or publication by any TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS. Plant Factor= 0.2 Sq. Ft.= 4C�O IE= 0.9 method, in whole or Is EWU= 9 CCF EWU= 9. CCI` port, 10. ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE prohibited except by EWU= 7 CCf written permission from Forsum/ LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED Mod Water Use Shrum Planting: Mod Water Use Scrub Planting: Sum mers mers & Murphy, Inc. TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE MQd /at=wr Use Shrub Plantirr SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. .Plant Factor= 0.5 Sq, Ft. = 377 lE= 0.9 Plant Factor= 0.5 Sq. Ft.= 272 IE= 0.9 0. S Factor , Ft, 575 11. ALL REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL = =)j= � elf Plant q IE= 0,9 REMOTE CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL REMOTE EWU= 12 CCf CONTROL VALVES WITHIN 18" OF HARDSCAPE. EWU= 25 CCf Low Water Use Tree Planting: Low Water Use Tree Planting: 12. ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS Low Water Use Tree Planting: ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS Plant Factor= iI.2 Sq. Ft. = 0 IE= 0.9 Plant Factor= 0.2 Sq. Ft.= 0 IE 0.9 INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF - Plarlt Factor- 0 2 Sq, Ft - L� IE- 0 9 PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS EWU= 0 CCf ti EWU= CCf AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. EWU= 0 CCf Mod rater Use Tree Planting: Mod Water Use Tree Planting: Z Mod dater Use Tree Plan 0 N Plant Factor= 0.5 Sq. Ft. = 0 iE= 0.9 Plant Factor= 0.5 Sq. Ft.= 0 IE= 0.9 Plant Factor= 0. 0.95 Sq. fit.= 0 IE=EWU= 0 CCf _EWU= �0 CCf EWU= 0 CCf �++ .. < 0 MAXIMUM APPLIED WATER ALLOWANCE: 34 CCf MAXIMUM ApPII.lEt3 WATER ALLOWANCE- (in hundred cubic feet) CCf MAXII APPLIEDV tAfif»ft ALLOiIVAf�tCE: (in hundred cubic feet) 38 CCf TOTAL ESTIMATED WATER USE: 25 CCf TOTAL ESTIMATE,WATER USE: (in bunched cubic€eet) 20 CCf (in hundred cubic feet) (in Hundred cubic - TOTAL ESTIMATED WATER USED- 32 CCf _ (in hundred cubic feet) 8 WATER CONSERVATION CONCEPT STATEMENT WATER CONSERVATION CONCEPT STATEMENT WATER CO o WATER C R SIZE IQI a POINT OF CONNECTION CONSERVATION CONCEPT STATEMENT WATER METER NUMBER T��, 1r'VATE,R METER SIZE 1" HYDRAULIC GRADE LINE (FT) -� N/A WATER METER ELEVATION (FT) POINT OF CONNECTION- I��A POINT OF CONNECTION ELEVATION DIFFERENCE (FT) NIA m, REQ. STATIC PRESSURE (PSI) 60 Project Site: Spanish Walk Esperanza Tract or Parcel Number: 33837 Lot#82 Project Site: Spanish Walk Esperanza Tract or Parcel Number: 33837 Lot#83 J REIvIEOTE Ct NTROL VALVE # A4- REMOTE ONTROL VALVE S} E _ 1n Project Site: Spanish Walk Esperanza Tract or Parcel Number: 33837 Lot#84 C)I C.V DEMAND(E3PM) _ S TOTAL DEMAND (GPM) 5 Project Location: City of Palm Desert, California ¢ C Project Location: City of Palm Desert, California Project Location: City of Palm Desert California - _ _ - V HIGHEST HEAD SERVED (I=T)�uW �.--NIA STATIE: PRESSURE ATHIC�HESTHEAV N/A Landscape Architect/ Irrigation Designer /Contractor: SMP INC. Landscape Architect/ Irrigation Designer /Contractor: SMP INC. Z 3 SIB SERVICE ICON FLOW # F�SI LEOS� Landscape Architect/ Irri ation Desi ner /Contractor. SMP INC. 2 SERVECE LINE (?fl FT OF TYKE K COPPER) t3 1 1.f p S<i Included in this project submittal package are: (Check to indicate completion) g g O J W _ Included in this project submittal package are: (Check to indicate completion) 1 WATER METER (VEST TYPE) 10 21 0 2 PSI Included in this project submittal package are: (Check to indicate completion) c V NIA BRCICFLCOW PRVENTER (R/ ' TYKE} NA- 3 N/A PSI O �! N/A FILTRATION (WYE FILTER) N,/A, 4 NIA P 1. Maximum Annual Applied Water Allowance: 1. Maximum Annual Applied Water Allowance: _ Conventional Landscape: 34 100 cubic feet/year d 3 0 Cq 3/ PRESSURE REGULATOR (WILI4INS 13R4) `I0 S 13,0 PSI Conventional Landscape: 30 100 cubic feet/year 1. Maximum Annual Applied Water Allowance: W+ Recreational Turfgrass Landscape: 0 100 cubic feet/year(if applicable) + Conventional Landscape: 38 100 cubic feet/year Z NIA I3FD ASSEMBLY l�lF'IN{3(I3R�tss W/4 ELLS) NIA 6 N/A PSI Recreational Turfgrass Landscape: 0 100 cubic feet/year(if applicable) y � $ ¢ r _ NIA MASTER CONTROL VALVE NIA 7 N/A PSI Maximum Annual Applied Water Allowance: 34 100 cubic feet/year + Recreational Turfgrass Landscape: 0 100 cubic feet/year (if applicable) 3 N 0 Maximum Annual Applied Water Allowance: 30 100 cubic feet/year O Q N V v Maximum Annual Applied Water Allowance: 38 100 cubic feet/year NSA FLOW SENSOR I�IiA 8 NIA PSI 2. Estimated Annual Applied Water Use by Hydrozone:1114 ISOLATIEON VALVES (BALL TYPE) 10 9 1.0 PSI 2. Estimated Annual Applied Water Use by Hydrozone: Turfgrass Hydrozones: 0 100 cubic feet/year Turfgrass Hydrozones: 0 100 cubic feet/year 2. Estimated Annual Applied Water Use by Hydrozone: 11�4� 1EO0 FEET OF MAINLINE ZCH 40 F'VEE 1t) 10 1,3 Psi Recreational Turfgrass Landscape: 0 100 cubic feet/year Turfgrass Hydrozones: 0 100 cubic feet/ Recreational Turfgrass Landscape: 0 100 cubic feet/year year 1/4 FEET DE MAINLINE N-0 11 0.2N/A PSI Low Plant Hydrozones: 9 100 cubic feet/year Recreational Turfgrass Landscape: 0 100 cubic feet/year �.... Low Plant Hydrozones: 9 100 cubic feet/year y I1 " 2 90 DEGREE ELBOWS 1t 12 Q.2 Rsl Mod Plant Hydrozones: 16 100 cubic feet/year Low Plant Hydrozones: 7 100 cubic feet/year 1 REMOTE OTE CONTROL VALVE 10 13 3-9 PSI Mod Plant Hydrozones: 12 100 cubic feet/year High Plant Hydrozones: 0 100 cubic feet/year High Plant Hydrozones: 0 100 cubic feet/year Mod Plant Hydrozones: 25 100 cubic feet/year 10% LATERAL LINE LOSS � 1�l 14 3.0 F'SI Water Features: 100 cubic feet/year Water Features: 100 cubic feet/year High Plant Hydrozones: 0 100 cubic feet/year 20���r FITTING LOB' (IN ADDITION TO ELBOWS SHOWN) 10 15 0.3 PST Other Not Applicable 100 cubic feet/year y Water Features: 100 cubic feet/year Other Not Applicable 100 cubic feet/year N N/'�` ELEVATION CHANGE (P'O'C' TO HIGHEBTHEAD) N/'� 1 N/'�' PST Estimated Annual Total Applied Water Use: 25 100 cubic feet/year Estimated Annual Total Applied Water Use: 20 Other Not Applicable 100 cubic feet/year PP 100 cubic feet/year Estimated Annual Total Applied Water Use: 32 Z TOTAL SYSTEM PRESSURE LOSS 1;SIJM OF #1 THF�U 16` f7 1�'.�' PSI PP 100 cubic feet/year � PRESSURE REQUIRED AT HEAD 18 30.0 PSI 3. EATAWU < MAAWA 3. EATAWU < MAAWA W TOTAL PRESSURE REQUIRED (SUM OF#17 AND#18 19 47.7 PSI 4. Landscape Design Plan 3. EATAWU < MAAWA MINIMUM REQUIRED STATIC WATER PRESSURE (FROM ABOVE) 0 60,0 ' PSI 4. Landscape Design Plan a IL W ( W RESIDUAL.PRESSURE SUBTRACT#19 FROM #20} 21 12.3 IPSI 4. Landscape Design Plan 5. Irrigation Design Plan _ 5. Irrigation Design Plan e THESE SUGGESTED RUN TIMES ARE FOR REFERENCE 5. Irrigation Design Plan6. Grading Design Plan ONLY. ACTUAL RUN TIMES MAY DIFFER DUE TO 6. Grading Design Plan 6 Grading Design Plan W G VARYING SITE CONDITIONS. CONTRACTOR SHALL 7. Soil Chemical Analysis (optional) ADJUST RUN TIMES AS REQUIRED TO PROVIDE 7. Soil Chemical Analysis (optional) 3 W 7. Soil Chemical Analysis (optional) Description of Project: (Briefly describe the planning and design actions that are intended IRRIGATION RUN TIME SCHEDULE to achieve consevation and efficiency in water use.): _ Description of Project: (Briefly describe the planning and design actions that are intended Description of Project: (Briefly describe the planning and design actions that are intended Z V J to achieve consevation and efficiency in water use.): Utilization of controller with water budgeting feature. to achieve consevation and efficiency in water use.): Utilization of controller with water budgeting feature. fZ TYh'ICAL IRRIGATICfI CONTROLLER RUN TIMES Irrigation zones separated by plant material types. Utilization of controller with water budgeting feature. of VL 9 9 PLANT TYPE/SPRINKLER TYPE Eto AKc PR RATE IE RUN TIME QUANTITY RUN TAME Irrigation zones separated by plant material types. Irrigation zones separated by plant material types. Bays Per Week: B 8.9 (HOURS) (FOURS) Date: Prepared by: Date: Prepared by: Date: Shrub and Ground Ccavers: Prepared by: REAR YARD Drip 9,90 0,40 0,49 0.90 0.35 3 1.05 Tree s: IRRIGATION CALCS Babbler Heads 9.90 0.80 3,00 6,90 0A1 2 0.23 CYCLES PER DAY: 1 TOTAL NUMBER OF STATIONS: 5 DESK MM TOTAL RUN TIME IN HOURS FOR DRIP& BUBBLERS ONLY: 1.28 These plans have been reviewed by the Coachella Valley Water District in E accordance with Water Code Title",. Division 1.Chapter 3.Article 10.8.Section �^WN MJ TOTAL RUN TIME IN IIOURs: 1.2$ A T R 65597 et seq.requiring efficient landscape and irrigation design in cooperation�i ith the local governing agency(City or County).".Appro%al of this drawing by CVtk'D (EaW RH staff does not constitute approval to encroach into district and PSBR Ri «ghts-of- al. THE PROJECT APPLICANT SHALL SUBMIT AN IRRIGATION AUDIT REPORT O 1 G Trees,plants,walls,and permanent structure of any kind may not be planted or DATE WITH THE CERTIFICATE OF COMPLETION TO THE LOCAL AGENCY THAT r S T R G/ installed in CVWD and USBR easements or right-of-eta} �%ithout first obtaining an I I-21-13 TT OP PALM V,65ERT MAY INCLUDE, BUT NOT BE LIMITED TO, INSPECTION, SYSTEM TUNE-UP, encroachment permit from CVWD. jO6 f,�p; SYSTEM TEST WITH DISTRIBUTION UNIFORMITY, REPORTING 6I64174 INSPECT/ON SGHFDUL� NOTE OVERSPRAY OR RUN-OFF THAT CAUSES OVERLAND FLOW, AND DATE WATER MANAGEMENT DEPARTMENT REFER TO THE TITLE SHEET FOR THE CITY OF PREPARATION OF AN IRRIGATION SCHEDULE. REFER TO SECTION SHEET ��� PALM DESERT'5 INSPECTION SCHEDULE. 0.00.040 OTHER PROVISIONS IN THE COACHELLA VALLEY WATER imp DISTRICT ORDINANCE 1302.1 LANDSCAPE AND IRRIGATION SYSTEM CVWD PLAN#DESIGN CRITERIA. DEVELOPMENT SERVICE DEPARTMENT lCm2 I O OF I b SI-ffETS � PLAN SET " 11 11-21-13 I i i FINISHED GRADE IN TURF AREAS CONTROLLER, SEE LEGEND PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN PRESSURE SUPPLY LINE TO HOUSE FOR SPECIFICATION. COVER, USE STAINLESS BOLT, NUT,AND WASHER. PRESSURE SUPPLY LINE TO BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE IRRIGATION SYSTEM C EDGE, HEAT BRAND"BW ONTO LID. TEE FITTING INSTALLED BY PLUMBER BALL VALVE, SEE LEGEND FOR SPECIFICATION 120 VOLT POWER SUPPLY FINISHED GRADE IN SHRUB AREAS IN J-BOX, BY OTHERS 0 e A IARTT�S,NC LAPOSb I 4"MIN. 34'I� CME l►ST CHrTE Y 51!(TE I00 RIGID ELECTRICAL CONDUIT(1") DMlA P00ff,CJILFORNA 9m629 PRESSURE SUPPLY LINE (9'Mj)4431416 FAX"4431631 2"MIN DEPTH AS PER SPECS. 48" C o PVC MALE ADAPTER � BALL VALVE o�,ND SCq p�, �9 BRICK SUPPORTS VALVE BOX LOW VOLTAGE WIRE IN RIGID PVC � G� Murphy tio,p�,y CONDUIT(3") PVC ELECTRICAL SWEEP o, BRASS NIPPLE SCH. 80 PVC NIPPLE TPY. TO EXTERIOR BUILDING W T LANDSCAPE FABRIC SCH. 80 PVC UNION i. , , , : WALL THROUGH J-BOX IRRIGATION MAINLINE BUILDING FLOOR BY OTHERS 7-31-14 3/4"ROCK,2 CUBIC FT. SEE SPECS. Re Date SECTION VIEW-N.T.S. SECTION VIEW-N.T.S. * II-21-15 NOTE: PVC MALE ADAPTER TYP. NOTE: tp Dote �P BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE PRESSURE SUPPLY LINE INSTALL ENCLOSURE AS INDICATED BY CITY STAFF& MANUFACTURER'S �IFOF'CAltf INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF-CENTER IN BOX. FROM METER RECOMMENDATION. INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE PRESSURE REGULATOR ROUTE WIRES AND SLEEVE THROUGH WALL AS PER LANDSCAPE ARCHITECT'S IF REQUIRED INSTALLATION AT MAIN LINE DEPTH. ( ) RECOMMENDATION. PLAN VIEW-N.T.S. These drawings and/or the accompanying specifications are the exclusive property of Forsum/Summers & Murphy, A BALL VALVE B PRIVATE LOT POC C CONTROLLER Inc. and their use and publi— cation shall be restricted to the original site for which they were prepared. Re—use, repro— ROOT BALL OF SHRUB duction or publication by any PLACE EMITTERS AT EDGE method, in whole or part, is OF ROOTBALL ON OPPOSITE SIDES OF SHRUB.ADJUST' FOR SHRUBS USE ONLY: prohibited except by written permission from Forsum/ PER ROOTBALL SIZE - .� � - •' • PC-XX-1032 PC MODULES Summers & Murphy, Inc. TYPICAL. . • SERIES(5.0,7.0 PER PC MODULES SERIES WITH OUTLET), INSTALL WITH PC DIFFUSER CAP EMITTER MODEL PFR/FRA, PRE-ASSEMBLED MAINLDR NE SEE LEGEND POLYFLEX RISER ADAPTER. FOR TYPE. FOR TREES USE ONLY: 4" MODEL PFR/FRA, : FOR TREES PC MODULES PRE-ASSEMBLED POLYFLEX TER CONTROL DRIP LATERAL-PVC SCH SERIES(24.0 GPH PER RISER ADAPTER SEMBLY, SEE 40 PIPE. OUTLET), INSTALL WITH ND FOR TYPE. SHRUB EMITTER DETAIL PVC LATERAL LINE PIPE,SEE MODEL PFR/FRA, FINISHED GRADE (TYPICAL), SEE DETAIL ON SPECIFICATIONS FOR TYPE PLAN VIEW-N.T.S. PRE-ASSEMBLED THIS SHEET AND DEPTH REQUIREMENTS POLYFLEX RISER ADAPTER. NOTE: _I—III=III—I III=III= BACKBONE LATERAL- PROVIDE EMITTERS QUANTITIES AS —) I I—III—III I—III—III PVC SCH 40 PIPE. INDICATED BELOW(SEE IRRIGATION MATERIAL LEGEND-SHEET L2.1) FLUSH VALVE. SEE Z —� —� (—� ( �—� —� DETAIL ON THIS SHEET z SHRUB V1 2(5.0 GPH)EMITTERS,PER"LOW"WATER USE SHRUBS -0 2(7.0 GPH)EMITTERS,PER"LOW-MODERATE"AND"MODERATE"WATER USE SHRUBS PVC SCH 40 TEE OR ELL ,,,,, PVC LATERAL LINE F W TREE 2(PCB.25 GPM)BUBBLERS,PER TREE 0 �1 LANDSCAPE ARCHITECTS FEELS THAT BASING THE NUMBER OF EMITTERS ON PLANT SIZE AT THE TIME OF e INSTALLATION ENSURES THAT THE PLANTS ROOTS WILL RECEIVE ADEQUATE WATER DURING THEIR INITIAL ESTABLISHMENT PERIOD.THE SYSTEM DESIGN ALLOWS FOR THE MAINTENANCE CONTRACTOR TO ADJUST THE NUMBER OF EMITTERS IN RESPONSE TO PLANT GROWTH RATE AND CHANGING WATER PLAN VIEW- N.T.S. REQUIREMENTS AS THE PLANTS MATURE. SECTION VIEW- N.T.S. D DRIP/TREE LINE INSTALLATION E DRIP EMITTER F DRIP LINE LAYOUT ELECTRIC ANTI-SIPHON WATERPROOF WIRE W LOW VOLTAGE WIRES,3 MAXIMUM , '' -= .�` -a� `d" ;' - �� PAVING CONTROL VALVE CONNECTORS WIRES PASS THROUGH GROOVES IN TUBE LID TO ALLOW LID TO CLOSE III—I I—I CLOSE TUBE LID AFTER WIRE �_ _ _ SAND BACKFILL COMPACTED IS INSERTED INTO TUBE III—I I (- C B — TO THE DENSITY OF Z V :'..:: :::::::.'.::.'• I—I EXISTING SOIL —24"WIRE LOOP Q LATERAL LINES MIN. 6 ABOVE POLY TUBE PRE-FILLED WITH III—I I-) IN SCH 40 SLEEVE FINISH GRADE _ _ HIGHEST HEAD G (� WATERPROOF GEL II III CONTROL WIRES - ON _ __ T LOCK TABS PREVENT WIRE REMOVAL IN IN SCH 40 SLEEVE ; Z ONCE CONNECTOR IS INSERTED �� UNDISTURBED SOIL W Q _=III=III:: :=: :-::::: :•-::::::': I=1 I I=1 I I III I=1 I I=1 I- z Cc SCOTCHLOK ELECTRICAL SPRING -III-III :: ::;•:;•':':'• _ = PRESSURE MAINLINE _III-III—I I III—I I III-III O CONNECTOR. WIRES SHALL BE =III—I I fl. II D. O III=III— IN SCH 40 SLEEVE PRE-STRIPPED OF 1/2"OF THE PVC SCH.8O NIPPLE N U v ��_INSULATION PRIOR TO INSERTION PVC SLEEVES TO BE INTO THE CONNECTION. TWIST -III-III- I-III—I TWICE THE DIAMETER LENGTH AS REQ. (2 TYP.) CONNECTOR ONTO WIRES TO EI I I I—III—III—III—III=III—III—III—III_I I II SEAT FIRMLY. OF THE PIPE OR WIRE SCOTCHLOK CONNECTOR AND WIRES BUNDLE CARRIED. INSERTED INTO TUBE UNTIL THE DIMENSION A B C D CONNECTOR PASSES LOCK TABS DETAIL ALSO FOR PIPE 1/2"TO 4"IN SIZE 36" 24" 24" 4" INSTALLED IN ROCK SOIL. PVC LATERAL PVC PRESSURE MAIN NOTE: LINE PIPING WIRE CONNECTOR SHALL BE A 3M DBY-6 DIRECT BURY SPLICE KIT. < KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR,A POLYPROPYLENE TUBE AND A PVC SCH.40 FITTINGS TYP. Z S WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PREFILLED WITH GEL. Z DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2-3#14 OR 2#12 PRE-STRIPPED COPPER SECTION VIEW- N.T.S. o¢ WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALL REQUIRE A LARGER APPROVED WIRE CONNECTION. a W G WIRE CONNECTION H SLEEVE INSTALLATION I ANTI-SIPHON VALVE Y WATERPROOF CONNECTION: < 0 30.2 � W FINISHED GRADE IN TURF AREAS = ILFINISH GRADE TORO FCH-H-FIPT AUTOMATIC FLUSH — — — — 30-INCH LINEAR LENGTH V O J OF WIRE,COILED VALVE CLEAN III IB I II I COMPACTED BACKFILL PLASTIC ROUND VALVE BOX,6"SIZE Q a a HEAT BRAND"FV"ONTO LID. -III=III- III=III- LATERAL LINES,SEE SPECS. CONTROL ZONE KIT: �—SEE LEGEND FOR TYPE —�—FINISHED GRADE IN SHRUB AREAS -I I I=I I I- • :::•. III=III- s _ 2"I IN. ;.'`:':.:::. CONTROL WIRES,SEE SPECS. - IRRIGATION DETAILS -': -' .':'. =:. III—III- UNDISTURBED SOIL o I I�I� =III=III=�:•�::::•�: ::::: :: :::: '::.: --. PVC SCH 80 CLOSE NIPPLE _ PRESSURE MAINLINE,SEE -I I (=III=III :': :'.:•::':•:'- :::•.:=.'• : __ SPECIFICATIONS DESIGN MM =1 I I—III— :•'..'•:: • III—_I PVC LATERAL LINE PIPE INSTALL 6-INCH MIN.ABOVE These plans have been reviewed by the Coachella Valley Water District in 0 o III—III—III—� I I-I I —� (=I I-III—III HIGHEST POINT OF DISCHARGE A TER accordance with Water Code Title 7.Division l.Chapter 3.Article 10.8.Section DRAWN MJ • -I I �_� �_� =1 I (_� =1 I �_� �_� �_� 65597 et seq.requiring efficient landscape and irrigation design in cooperation with BRICK SUPPORTS the local governing agency(City or County). "Appro%al of this dravti ing bN CVII D CHIECM RH DIMENSION A B C UV RESISTANT PVC SCH 40 PIPE staff does not constitute approval to encroach into district and USBR Rights-of-\l a%. DAB 3/4"ROCK, 1 CUBIC FT. 1 OF 2 O Trees,plants,walls,and permanent structure of anv kind may not be planted or ( ) / S T R C installed in CVWD and easements or ri ht-of-��ay without first obtaining an I I�21-13 PVC ELL SCH 80 SxT 1/2"TO 2-1/2"IN SIZE 18" 12" 4" g FINISH GRADE/TOP OF MULCH encroachment permit from CV,V'D. )06 Na 61 b9'14 CITY OF PALM DE50R7 LANDSCAPE FABRIC 3"TO 6"IN SIZE 24" 4" PVC SCH 40 ELL DATE WATERL1A\AGEViE\T DEPART\tE\T CAD � IN5PECTION 5CHEMLE NOTr SECTION VIEW-N.T.S. 6—IN MIN. (1 OF 2) REFER TO THE TITLE SHEET FOR THE CITY OF PVC LATERAL PIPE sfIEET NunOM PALM DE5ERT'S I145PECTION 50HEDULE. CVWD PLAN# DEV'ELOP%1E\T SERVICE DEPARTNIE\T -- ID-1 J AUTOMATIC FLUSH VALVE K PIPE INSTALLATION L DRIP ANTI-SIPHON ASSEMBLY I of 15 SalrM PLAN SET "D" 11-21-13 I I SECTION 02810 1. Ball valves shall be of the manufacturer, size, and type indicated on the drawings. 2.04 Plastic Pipe and Fittings LANDSCAPE IRRIGATION 2. Ball valves shall be constructed of PVC and shall be fully ported. Ball valves shall have threaded connections. A. Pipe shall be marked continuously with manufacturer's name, nominal pipe size, schedule or class, PVC type and grade, National Sanitation Foundation PART 1 - GENERAL approval, Commercial Standards designation, and date of extrusion. 1.01 Summary 3. All ball valves shall have a minimum working pressure of not less than 150 PSI and shall conform to AWWA standards. B. All plastic pipe shall be extruded of an improved PVC virgin pipe compound in accordance with ASTM D2672,ASTM p2241 or ASTM D1785. A. It is the intent of the specifications and drawings that the finished system is complete in every respect and shall be ready for operation satisfactory to the C. Automatic Control Valves: Owner. C. All solvent weld PVC fittings shall be standard weight Schedule 40 (and Schedule 80 where specified on the irrigation detail sheet)and shall be injection �p� � INCT , 1. Automatic control valves shall be of the manufacturer, size, and type indicated on the drawings. molded of an improved virgin PVC fitting compound. Slip PVC fittings shall be the "deep socket" bracketed type. Threaded plastic fittings shall be injection L4NDSCAK ARCHr EM 34M COAST H K WAY,SURE 200 An B. The work shall include all materials, labor, services, transportation, and equipment necessary to perform the work as indicated on the drawings, in these molded. All tees and ells shall be side gated. All fittings shall conform to ASTM D2464 and ASTM D2466. 00DAIN 43-U*GILFAX 443 (944)143.1M6 FAX!94'9)443.1631 specifications, and as necessary to complete the contract. 2. Automatic control valves shall be electrically operated. D. All threaded nipples shall be standard weight Schedule 80 with molded threads and shall conform to ASTM D1785. 1.02 Construction Drawings 2.06 Valve Boxes E.All solvent cementing of plastic pipe and fittings shall be a two-step process, using primer and solvent cement applied per the manufacturer's NOSCgp A. Due to the scale of the drawings, it is not possible to indicate all offsets, fittings, sleeves, etc. which may be required. The Contractor shall carefully investigate A. Valve boxes shall be fabricated from a durable,weather-resistant plastic material resistant to sunlight and chemical action of soils. recommendations. Cement shall be of a fluid consistency, not gel-like or ropy. Solvent cementing shall be in conformance with ASTM D2564 and ASTM D2855. GM Murgyy�q,Qc the structural and finished conditions affecting all of his work and plan his work accordingly,furnishing such fittings, etc. as may be required to meet such o, �`� C? conditions. Drawings are generally diagrammatic and indicative of the work to be installed. The work shall be installed in such a manner as to avoid conflicts B. The valve box cover shall be green in color(tan color in decomposed granite)and secured with a hidden latch mechanism or bolts. F. When connection is plastic to metal, female adapters shall be hand tightened, plus one turn with a strap wrench. Joint compound shall be non-lead base 0 � ___ � Teflon paste,tape, or equal. between irrigation systems, planting, and architectural features. C. The cover and box shall be capable of sustaining a load of 1,500 pounds. B. All work called for on the drawings by notes or details shall be furnished and installed whether or not specifically mentioned in the specifications. When an item 2.05 Valves 7-31-14 is shown on the plans but not shown on the specifications or vice versa, it shall be deemed to be as shown on both. The Landscape Architect shall have final D. Valve box extensions shall be by the same manufacturer as the valve box. ♦c 11-21-15 �} authority for clarification. A. Ball Valves E. The plastic irrigation valve box cover shall be an overlapping type. Date \P C. The Contractor shall not willfully install the irrigation system as shown on the drawings when it is obvious in the field that obstructions, grade differences or 1. Ball valves shall be of the manufacturer, size, and type indicated on the drawings. lgTfOF CAUf��� discrepancies in area dimensions exist that might not have been considered in engineering. Such obstructions or differences should be brought to the attention of 2.07 Automatic Controller the Landscape Architect as soon as detected. In the event this notification is not performed, the Irrigation Contractor shall assume full responsibility for any 2. Ball valves shall be constructed of PVC and shall be fully ported. Ball valves shall have threaded connections. shall b s revision necessary. A. Automatic controller sae of the manufacturer, size, and type indicated on the drawing . 3. All ball valves shall have a minimum working pressure of not less than 150 PSI and shall conform to AWWA standards. These drawings and/or the accompanying specifications 1.03 Quality Assurance B. Controller enclosure shall be of the manufacturer, size, and type indicated on the drawings. are the exclusive property o C. Automatic Control Valves: Forsum/Summers & Murphy, Inc. and their use and publi- A. Provide at least one English speaking person who shall be present at all times during execution of this portion of the work and who shall be thoroughly familiar 2.08 Electrical 1. Automatic control valves shall be of the manufacturer, size, and type indicated on the drawings. cation shall be restricted to the with the type of materials being installed and the manufacturer's recommended methods of installation and who shall direct all work performed under this section. original site for which they A. All electrical equipment shall be NEMA Type 3,waterproofed for exterior installations. were prepared. Re-use, repro- B. Manufacturer's directions and detailed drawings shall be followed in all cases where the manufacturer of articles used in this contract furnish directions 2. Automatic control valves shall be electrically operated. methducti n of publication a , is covering points not shown in the drawings and specifications. B. All electrical work shall conform to local codes and ordinances. method, in whole b port, is 2.06 Valve Boxes prohibited except by written permission from Forsum/ C. All local, municipal, and state laws, rules and regulations governing or relating to any portion of this work are hereby incorporated into and made a part of 2.09 Low Voltage Control Wiring Summers & Murphy, Inc. these specifications, and their provisions shall be carried out by the Contractor. Anything contained in these specifications shall not be construed to conflict with A. Valve boxes shall be fabricated from a durable, weather-resistant plastic material resistant to sunlight and chemical action of soils. any of the above rules and regulations of the same. However,when these specifications and drawings call for or describe materials,workmanship, or A. Remote control wire shall be direct-burial AWG-UF type, size as indicated on the drawings, and in no case smaller than 14 gauge. construction of a better quality, higher standard, or larger size than is required by the above rules and regulations, the provisions of these specifications and B. The valve box cover shall be green in color(tan color in decomposed granite)and secured with a hidden latch mechanism or bolts. drawings shall take precedence. B. Connections shall be of the manufacturer, size, and type as indicated on the drawings C. The cover and box shall be capable of sustaining a load of 1,500 pounds. .. D. All materials supplied for this project shall be new and free from any defects. All defective materials shall be replaced immediately at no additional cost to 1.07 Storage and Handling Owner. D. Valve box extensions shall be by the same manufacturer as the valve box. A. Use all means necessary to protect irrigation system materials before, during, and after installation and to protect the installation work and materials of all E. The Contractor shall secure the required licenses and permits including payments of charges and fees, give required notices to public authorities, verify other trades. In the event of damage, immediately make all repairs and replacements necessary to the acceptance of the Landscape Architect and Owner and at E. The plastic irrigation valve box cover shall be an overlapping type. permits secured or arrangements made by others affecting the work of this section. State of California licensed contractor is recommended. no additional cost to the Owner. 2.07 Automatic Controller 1.04 Submittals B. Exercise care in handling, loading, unloading, and storing plastic pipe and fittings under cover until ready to install. Transport plastic pipe only on a vehicle with a bed long enough to allow the pipe to lay flat to avoid undue bending and concentrated external load. A. Automatic controller shall be of the manufacturer, size, and type indicated on the drawings. A. Materials List: 1.08 Cleanup and Disposal B. Controller enclosure shall be of the manufacturer, size, and type indicated on the drawings. 0 1. After award of contract and before any irrigation system materials are ordered from suppliers or delivered to the job site, submit to the Owner a complete list of !A- all irrigation system materials, or processes proposed to be furnished and installed as part of this contract. A. Dispose of waste,trash, and debris in accordance with applicable laws and ordinances and as prescribed by authorities having jurisdiction. Bury no such 2.08 Electrical waste material and debris on the site. Burning of trash and debris will not be permitted. The Contractor shall remove and dispose of rubbish and debris generated 2. The submittals shall include the following information: by his work and workmen at frequent intervals or when ordered to do so by the City's authorized representative. A. All electrical equipment shall be NEMA Type 3,waterproofed for exterior installations. a. A title sheet with the job name, the contractors name, contractor's address and telephone number, submittal date and submittal number. B. At the time of completion the entire site will be cleared of tools, equipment, rubbish and debris which shall be disposed of off-site in a legal disposal area. B. All electrical work shall conform to local codes and ordinances. 0 b. An index sheet showing the item number(i.e. 1,2,3, etc.); an item description (i.e. sprinkler head); the manufacturer's name (i.e. Hunter Industries); the item 1.09 Completion 2.09 Low Voltage Control Wiring model number(i.e. 1-40-ADV/36V); and the page(s) in the submittal set that contain the catalog cuts. A. At the time of the pre-maintenance period inspection,the Landscape Architect, Owner's authorized representative, and governing agencies will inspect the A. Remote control wire shall be direct-burial AWG-UF type, size as indicated on the drawings, and in no case smaller than 14 gauge. c. The catalog cuts shall be one or two pages from the most recent manufacturer's catalog that indicate the product submitted. Do not submit parts lists, work, and if not accepted, will prepare a list of items to be completed by the Contractor. Punch list to be checked off by contractor and submitted to Landscape exploded diagrams, price lists or other extra information. Architect or Owner's Authorized representative prior to any follow-up meeting. This checked off list to indicate that all punch list items have been completed. At B. Connections shall be of the manufacturer, size, and type as indicated on the drawings the time of the post-maintenance period or final inspection the work will be re-inspected and final acceptance will be in writing by the Landscape Architect, d. The catalog cuts shall clearly indicate the manufacturer's name and the item model number. The item model number, all specified options and specified sizes Owner's authorized representative, and governing agencies. c Ground wires shall be white in color. Control wires shall be red (where two or more controllers are used, the control wires shall be a different color for each shall be circled on the catalog cuts. controller. These colors shall be noted on the "Record Drawings" plans located on controller door). Q B. The Owner's authorized representative shall have final authority on all portions of the work. w- e. Submittals for equipment indicated on the legend without manufacturer names, or"as approved", shall contain the manufacturer, Class or Schedule, ASTM 2.10 Irrigation Heads and Drip Emitters � numbers and/or other certifications as indicated in these specifications. C. After the system has been completed,the Contractor shall instruct Owner's authorized representative in the operation and maintenance of the irrigation system and shall furnish a complete set of operating and maintenance instructions. A. Irrigation heads and drip emitters shall be of the manufacturer, size, type,with radius of throw, operating pressure, and discharge rate indicated on the f. Submittal format requirements: drawings. D. Any settling of trenches which may occur during the one-year period following acceptance shall be repaired to the Owner's satisfaction by the Contractor i. Submittals shall be provided as one complete package for the project. Multiple partial submittals will not be reviewed. without any additional expense to the owner. Repairs shall include the complete restoration of all damage to planting, paving or other improvements of any kind B. Irrigation heads and drip emitters shall be used as indicated on the drawings. as a result of the work. Q ii. Submittal package shall be stapled or bound in such a way as to allow for disassembly for review processing. PART 3 - EXECUTION V 1.10 Guarantee Z 3 3.01 Site Conditions iii. Submittal package shall have all pages numbered in the lower right hand corner. Page numbers shall correspond with submittal index. 0 A. The entire sprinkler system, including all work done under this contract, shall be unconditionally guaranteed against all defects and fault of material and � Q 3. The Landscape Architect or Owner's authorized representative will allow no substitutions without prior written acceptance. No changes without City approval. workmanship, including settling of backfilled areas below grade, for a period of one (1)year following the filing of the Notice of Completion.o A. Inspections: V 4. Manu facturer's warranties shall not relieve the Contractor of his liabilityunder the guarantee. Such warranties shall only supplement the guarantee. B. Should any problem with the irrigation system be discovered within the guarantee period, it shall be corrected by the Contractor at no additional expense to 1. Prior to all work of this section, carefully inspect the installed work of all other trades and verify that all such work is complete to the point where this installation 0 N owner within ten (10)calendar days of receipt of written notice from Owner. When the nature of the repairs as determined by the Owner constitute an emergency may properly commence. = O 5. The Landscape Architect or Owner's authorized representative will not review the submittal package unless provided in the format described above. (i.e. broken pressure line)the Owner may proceed to make repairs at the Contractor's expense. Any and all damages to existing improvement resulting either Q Q p P W from faulty materials or workmanship, or from the necessary repairs to correct same, shall be repaired to the satisfaction of the owner by the Contractor, all at no 2. Verify that irrigation system may be installed in strict accordance with all pertinent codes and regulations, the original design, the referenced standards, and B. Substitutions: additional cost to the Owner. the manufacturer's recommendations. Q � h V v 1. If the Irrigation Contractor wishes to substitute any equipment or materials for those equipment or materials listed on the irrigation drawings and specifications, he may do so by providing the following information to the Landscape Architect or Owner's authorized representative for approval. No changes without City C. Guarantee shall be submitted on Contractors own letterhead as follows: B. Discrepancies: approval. GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM 1. In the event of discrepancy, immediately notify the Landscape Architect or Owner's authorized representative. 2. Provide a written statement indicating the reason for making the substitution. We hereby guarantee that the sprinkler irrigation system we have furnished and installed is free from defects in materials and workmanship, and the work has 2. Do not proceed with installation in areas of discrepancy until all discrepancies have been resolved. 3. Provide catalog cut sheets, technical data, and performance information for each substitute item. been completed in accordance with the drawings and specifications, ordinary wear and tear and unusual abuse, or neglect excepted. We agree to repair or replace any defective material during the period of one year from date of filing of the Notice of Completion and also to repair or replace any damage resulting C. Grades: 4. Provide in writing the difference in installed price if the item is accepted. from the repairing or replacing of such defects at no additional cost to the owner. We shall make such repairs or replacements within 10 calendar days following N written notification by the owner. In the event of our failure to make such repairs or replacements within the time specified after receipt of written notice from 1. Before starting work, carefully check all grades to determine that work may safely proceed, keeping within the specified material depths with respect to finish S 1.05 Existing Conditions owner, we authorize the owner to proceed to have said repairs or replacements made at our expense and we will pay the costs and charges therefore upon grade. demand. 2. Final grades shall be accepted by the Public Works Inspector and Landscape Architect before work on this section will be allowed to begin. A. The Contractor shall verify and be familiar with the locations, size and detail of points of connection provided as the source of water, electrical supply, and W telephone line connection to the irrigation system. PROJECT NAME: W B. Irrigation design is based on the available static water pressure shown on the drawings. Contractor shall verify static water on the project prior to the start of PROJECT LOCATION: construction. Should a discrepancy exist, notify the Landscape Architect and Owner's authorized representative prior to beginning construction. CONTRACTOR NAME: C. Prior to cutting into the soil, the Contractor shall locate all cables, conduits, sewer septic tanks, and other utilities as are commonly encountered underground ADDRESS: and he shall take proper precautions not to damage or disturb such improvements. If a conflict exists between such obstacles and the proposed work, theIn W Contractor shall promptly notify the Landscape Architect and Owner who will arrange for relocations. The Contractor will proceed in the same manner if a rock TELEPHONE: _ IL _ layer or any other such conditions are encountered. SIGNED: ~ ZC)� J D. The Contractor shall protect all existing utilities and features to remain on and adjacent to the project site during construction. Contractor shall repair, at his own cost; all damage resulting from his operations or negligence. DATE: d �H9 � E. The Irrigation Contractor shall coordinate with the General Contractor for installation of required sleeving as shown on the plans. PART 2 - MATERIALS SHM DESCRN910N F. The Contractor shall verify and be familiar with the existing irrigation systems in areas adjacent to and within the Project area of work. 2.01 Summary IRRIGATION SPECS G. The Contractor shall protect all existing irrigation systems, in areas adjacent to and within the project area of work, from damage due to his operations. Use only new materials of the manufacturer, size and type shown on the drawings and specifications. Materials or equipment installed or furnished that do not meet Landscape Architect's, Owner's, or governing agencies standards will be rejected and shall be removed from the site at no expense to the Owner. H. Contractor shall notify Owner's Representative if any existing system is temporarily shut off, capped or modified. Provide 48-hour notice, prior to turning off or modifying any existing irrigation system. 2.02 Pipe �MM These plans have been reviewed by the Coachella Valley Water District in DRAWN I. The Contractor shall repair or replace all existing irrigation systems, in areas adjacent to and within the project area of work, damaged by the construction of A. Pressure supply lines 1 1/2 inches in diameter and smaller downstream of the backflow prevention unit shall be Schedule 40 solvent weld PVC conforming to P T E accordance with Water Code Tide 7.Division 1.Chapter 3.Article 10.8.Section MJ this project. Adjacent irrigation systems shall be made completely operational and provide complete coverage of the existing landscaped areas. All repairs shall ASTM D1785. R 65597 et seq.requiring efficient landscape and irrigation design in cooperation\%ith be complete to the satisfaction of the Owner's Representative. the local governing agency(City or County)."Approval of this dra).ti ing by CV\1 D QHECM RH B. Non-pressure lines 3/4 inch in diameter and larger downstream of the remote control valve shall be CL. 200 solvent weld PVC conforming to ASTM D 1785. staff does not constitute approval to encroach into district and USBR Rights-of-\k a\. DAB p G ( Trees,plants,walls,and permanent structure of any kind may not be planted or 1_21_13 1.06 Inspections S T R t installed in CVWD and US13R easements or right-of-%%av\%ithout first obtaining an 2.03 Metal Pipe and Fittings � NaA. The Contractor shall permit the Landscape Architect and Owner's authorized representative to visit and inspect at all times any part of the work and shall encroachment permit from CVWD. b1bq'74 provid SrMIrle s D�S�RT A. Brass pipe shall be 85 percent red brass,ANSI, IPS Standard 125 pounds, Schedule 40 screwed pipe. CAD � ��/�p� /��/ �}'� �/� DATE WATER MANAGEMENT DEPART\LENT B MI}tif�t14+•�eEifildhs 'ey�Tcs46t Contractor, it shall not be covered over until accepted by the Landscape Architect, Owner's B. Fittings shall be medium brass, screwed 125-pound class. SHEET NUMBER au e r s i n o i e i o ctor shall be solely responsible for notifying the Landscape Architect, Owner, and governing ag e , a nof� a w et�te work is ready for testing. Should any work be covered without testing or acceptance, it shall C. Copper pipe and fittings shall be Type"K" sweat soldered. CVWD PLAN# DEVELOPMENT SERVICE DEPARTMENT o d� R �Mt�� p� be, IP i �71:2 OF 18 S1T5 PLAN SET D 11-21-13 i If� I D. Field Measurements: 3.09 Irrigation Heads and Drip Tubing 1. Make all necessary measurements in the field to ensure precise fit of items in accordance with the original design. Contractor shall coordinate the installation of all A. Irrigation heads and drip tubing shall be installed as indicated on the drawings. irrigation materials with all other work. 1. Spacing of heads and drip tubing shall not exceed maximum indicated on the drawings 2. All scaled dimensions are approximate. The Contractor shall check and verify all size dimensions prior to proceeding with work under this section. 2. Riser nipples shall be of the same size as the riser opening in the sprinkler body. 3. Exercise extreme care in excavating and working near existing utilities. Contractor shall be responsible for damages to utilities,which are caused by his operations or neglect. C. Riser nipples shall be of the same size as the riser opening in the sprinkler body. A FAUN tS,INC tiWDSCAK AKCHII EQI E. Diagrammatic Intent: 3.10 Miscellaneous Equipment 190 443-14+6 FAX(%9)44311i31 The drawings are essentially diagrammatic. The size and location of equipment and fixtures are drawn to scale where possible. Provide offsets in piping and changes in A. Install all assemblies specified herein according to the respective detail drawings or specifications, using best standard practices. equipment locations as necessary to conform with structures and to avoid obstructions or conflicts with other work at no additional expense to Owner. B. Install devices such as rain sensors, master valves, basket strainers and flow sensors as indicated on the drawings and as recommended by the manufacturer. NDSC F. Layout: �, q p 3.11 Flushing the System �Q�t.G N Murpy} Fq,Qc 1. Prior to installation, the Contractor shall stake out all pressure supply lines, routing and location of sprinkler heads, valves, backflow preventer, and automatic controller. A. Prior to installation of irrigation heads, the valves shall be opened and a full head of water used to flush out the lines and risers. 41 t^ 2. Layout irrigation system and make minor adjustments required due to differences between site and drawings. Where piping is shown on drawings under paved areas, but running parallel and adjacent to planted areas, install the piping in the planted areas. B. Irrigation heads shall be installed after flushing the system has been completed. Swab 4 G. Water Supply: ♦[ Rm e 3.12 Adjusting the System II-2I-13 Date �P Connections to, or the installation of, the water supply shall be at the locations shown on the drawings. Minor changes caused by actual site conditions shall be made at no A. Contractor shall adjust valves, align heads, and check the coverage of each system prior to coverage test. �TFOF CALtf��� additional expense to Owner. B. If it is determined by the Landscape Architect or Owner's authorized representative that additional adjustments or nozzle changes will be required to provide H. Electrical Service: proper coverage, all necessary changes or adjustments shall be made prior to any planting. These drawings and/or the 1. Connections to the electrical supply shall be at the locations shown on the drawings. Minor changes caused by actual site conditions shall be made at no additional C. The entire system shall be operating properly before any planting operations commence. accompanying specifications expense to Owner. are the exclusive property of Forsum/Summers & Murphy, D. Automatic control valves are to be adjusted so that the irrigation heads and drip tubing operate at the pressure recommended by the manufacturer. Inc. and their use and publi- 2. Contractor shall make electrical connections to the irrigation controller. Electrical power source to controller locations shall be provided by others. cation shall be restricted to the 3.13 Testing and Observation original site for which they 3.02 Trenching were prepared. Re-use, repro- duction or publication by any A. Do not allow or cause any of the work of this section to be covered up or enclosed until it has been observed, tested and accepted by the Landscape Architect, method, in whole or part, is A. Excavations shall be straight with vertical sides, even grade, and support pipe continuously on bottom of trench. Trenching excavation shall follow layout indicated on Owner, and governing agencies. prohibited except by written drawings to the depths below finished grade and as noted. Where lines occur under paved area, these dimensions shall be considered below subgrade. permission from Forsum/ B. The Contractor shall be solely responsible for notifying the Landscape Architect, Owner, and governing agencies, a minimum of 48 hours in advance, where Summers & Murphy, inc. B. Provide minimum cover of 18 inches on pressure supply lines 2 inches and smaller. and when the work is ready for testing. C. Provide minimum cover of 18 inches for control wires. C. When the sprinkler system is completed, the Contractor shall perform a coverage test of each system in its entirety to determine if the water coverage for the planted areas is complete and adequate in the presence of the Landscape Architect. D. Provide minimum cover of 36 inches on pressure supply lines under vehicular travel ways. D. The Contractor shall furnish all materials and perform all work required to correct any inadequacies of coverage due to deviations from the plans, or where the E. Provide minimum cover of 9 inches for non-pressure lines. system has been willfully installed as indicated on the drawings when it is obviously inadequate,without bringing this to the attention of the Landscape Architect. F. Pipes installed in a common trench shall have a 4-inch minimum space between pipes. This test shall be accepted by the Landscape Architect and accomplished before starting any planting. 3.03 Backfilling E. Final planting inspection will not commence without record drawings as prepared by the Irrigation Contractor. 3.14 Maintenance A. Backfill material on all lines shall be the same as adjacent soil free of debris, litter, and rocks over 1/2 inch in diameter. During the maintenance period the Contractor shall adjust and maintain the irrigation system in a fully operational condition providing complete irrigation Z B. Backfill shall be tamped in 4-inch layers under the pipe and uniformly on both sides for the full width of the trench and the full length of the pipe. Backfill materials shall coverage to all intended plantings.T 0 be sufficiently damp to permit thorough compaction, free of voids. Backfill shall be compacted to dry density equal to adjacent undisturbed soil and shall conform to iA_ adjacent grades. 3.15 Completion Cleaning ad C. Flooding trenches in lieu of tamping is not allowed. Clean up shall be made as each portion of the work progresses. Refuse and excess dirt shall be removed from the site, all walks and paving shall be broomed, and any damage sustained on the work of others shall be repaired to original conditions. Q D. Under no circumstances shall truck wheels be used to compact backfill. END OF SECTION E. Provide sand backfill a minimum of 4 inches over and under all piping under paved areas. 3.04 Piping CITY OF PALM DESERT MAINTENANCE A. Piping under existing pavement may be installed by jacking, boring, or hydraulic driving. No hydraulic driving is permitted under asphalt pavement. 1. The Contractor shall maintain during installation a sufficient number of men and adequate equipment to perform the work herein specified. All maintenance work shall meet or exceed the the City of Palm Desert's "Low Water Ordinance"; and follow the maintenance schedule & guidelines established in the City of B. Cutting or breaking of existing pavement is not permitted. Palm Desert's "Desert Flora" Maintenance Guide, current edition. C. Careful) inspect all pipe and fittings before installation, removing dirt, scale, burrs, and reaming. Install y � p p�p g g g. pipe with all markings up for visual inspection and verification. O D. Remove all dented and damaged pipe Sections. REFER TO SHEET PS-1 FOR CITY OF PALM DESERT E. All lines shall have a minimum clearance of 4 inches from each other and 12 inches from lines of other trades. W MAINTENANCE GUIDE LINES F. Parallel lines shall not be installed directly over each other. G. In solvent welding, use only the specified primer and solvent cement and make all joints in strict accordance with the manufacturer's recommended methods including V wiping all excess solvent from each weld. Allow solvent welds at least 15 minutes setup time before moving or handling and 24 hours curing time before filling. Z 0 H. PVC pipe shall be installed in a manner,which will provide for expansion and contraction as recommended by the pipe manufacturer. Q I. Centerload all plastic pipe prior to pressure testing. = V i gz � J. All threaded plastic-to-plastic connections shall be assembled using Teflon tape or Teflon paste. W O M a CC K. For plastic-to-metal connections,work the metal connections first. Use a non-hardening pipe dope an all threaded plastic-to-metal connections, except where noted ' ni C otherwise. All plastic-to-metal connections shall be made with plastic female adapters. Q 0 N 0 v 3.05 Controller A. The exact location of the controller shall be approved by the Landscape Architect or Owner's authorized representative before installation. The electrical service shall be coordinated with this location. B. The Landscape Contractor shall be responsible for the final electrical hook up to the irrigation controller. C. The irrigation system shall be programmed to operate during the periods of minimal use of the design area. NI 3.06 Control Wiring Q W I A. Low voltage control wiring shall occupy the same trench and shall be installed along the same route as the pressure supply lines whenever possible. B. Where more than one wire is placed in a trench, the wiring shall be taped together in a bundle at intervals of 10 feet. Bundle shall be secured to the mainline with tape at W intervals of 20 feet. I W� ti C. All connections shall be of an approved type and shall occur in a valve box. Provide an 18-inch service loop at each connection. J`C7 ill D. An expansion loop of 12 inches shall be provided at each wire connection and/or directional change, and one of 24 inches shall be provided at each remote control �:W 2 W valve. Go _ E. A continuous run of wire shall be used between a controller and each remote control valve. Under no circumstances shall splices be used without prior approval. W Z J 3.07 Valves a A. Automatic control valves, quick coupler, and ball valves are to be installed in the approximate locations indicated on the drawings. SKEET DESCUMCN B. Valve shall be installed in shrub areas whenever possible. IRRIGATION SPECS C. Install all valves as indicated in the detail drawings. D. Valves to be installed in valve boxes shall be installed one valve per box. DE51Q'® MM 3.08 Valve Boxes These plans have been reviewed by the Coachella Valley Water District in A T E accordance with Water Code Title 7.Division 1.Chapter 3.Article 10.8.Section DRAVM MJ A. Valve boxes shall be installed in shrub areas whenever possible. R 65597 et seq.requiring efficient landscape and irrigation design in cooperation .N ith the local governing agency(City or County)."Approval of this draNti ing bN C\"\l D CFECM RH B. Each valve box shall be installed on a foundation of 3/4-inch gravel backfill, 3 cubic feet minimum. Valve boxes shall be installed with their tops 1/2 inch above the staff does not constitute approval to encroach into district and USBR Rights-of-\Vag.O '( Trees,plants,walls,and permanent structure of any kind may not be planted or DATE surface of surrounding finish grade in lawn areas and 2 inches above finish grade in ground cover areas. S T R t G installed in CVWD and USBR easements or right-of-way .%ithout first obtaining an I I-21-13 GlTY 0)" PALM �FSF�?T encroachment permit from CVWD. � PDX (2I bq74 /NVPECT/ON 5GHEDULE NOTE' DATE WATER 11A\.AGE\iE\T DEPART\lE\T c�D t� REFER TO THE TITLE SHEET FOR THE CITY OF SHEET rUnVM PALM DESERT'S INSPECTION SCHEDULE. CVWD PLAN# DEVELOP`1E\T SERVICE DEPARTNIE\T I %S�2 13 OF 18 9*M PLAN SET I'D" 11-21-13 i r ALL TREES TO BE LOW BRANCH I N6 51 N&LE TRUNK OR MULTI-BRANCHED AS NOTED. ALL TREES TO G.V.W.D. TREE / ACCENT HAVE LOWER BRANCHES IN-TACT. NO LIFTING OF G.V.W.D. LE(37END TOTAL JOBCANOPY OR TOPPING OF TREES IS PERMITTED JOB . . . . . . SHRU55 � C�ROUNDCOVER QUANIT`I' REGION-6 APARr4ft td_ LEGEND WITHIN THE CITY OF PALM DESERT. TOTAL R'E610N 6 ��R� DM"roar.cxIo�UM SYMBOL DESGR I PT I ON SIZE QTY. WATER NEED L ''�""� FAX`�'";'�'SYMBO DESCRIPTION SIZE QTY. SPAGIhIb WATER NEED L I �G Murphy Fq,Qc �N SCgp LA6ERBTROEMIA INDICA 56" BOX LOW BRANGHIN6 5 MOD 0.5 AGAVE DE5METTIANA 'VERIE6ATA' 1 o W �o.01 (3 6) GRAPE MYRTLE 51 N&LE TRUNK/LEADER I5 GAL. I7 3 O.G. LOW o.2 - Swab" _ - VARIE6ATA DWARF AGAVE 7-3311--r14 * 11-21 t5 M N MELALEUGA NE50PHILA 56" BOX LOW BRANGHIN6 ® ALOE VERA 5 GAL. 15 510.0. LOW 0.2 sTgl Dde F . a PINK MELALEUGA S I N6LE TRUNK/LEADER MOD 0.5 ALOE OF CAI �f (36) OE CALL15TEMON VIMINALI5 'LITTLE JOHN' 5 GAL. 5 6' O.G. MOD 0.5 These drawings and/or the OLEA EUROPEA 'SWAN HILL' 45" BOX LOW BRANGHIN6 5 MOD 0.5 DWARF WEEPING BOTTLE BRUSH accompanying specifications SWAN HILL OLIVE 51 NOLE TRUNK/LEADER are the exclusive property of (3 6) Forsum/Summers & Murphy, Inc. and their use and publi— GHRY5AGTINIA MEXIGANA 5 GAL. 8 210.0. MOD 0.5 cation shall be restricted to the original site for which they ACACIA 5AL16NA 56" BOX LOW BRANGHIN6 I MOD 0.5 DAMIANITA DAI5Y were prepared. Re—use, repro- 0 duction or publication by any me (2 4) ORANGE WATTLE 51 NOLE TRUNK/LEADER method, in woe or part, is prohibited except by written LIRIOPE 616ANTEA 5 GAL. 50 510.6. MOD 0.5 Summe sn&r Murphy, Inc. ® 61 ANT L I LYTURF G.V.W.D. • JOB (W.U.G.O.L.S.) O PEN5TEMON EATON11 5 CAL. 10 2' O.G. MOD 0.5 VINES ALL VINES TO BE STAKED TOTAL RE6 ION 6 FIRE CRACKER PEN5TEMON SYMBOL DESCRIPTION 51ZE QTY. WATER NEED BOU6A I NV I LLEA 'SAN D I E60 RED' 15 GAL. 10 MOD 0.5 X R05MAR1 NU5 OFF I G I NAL 15 'TU5GAN BLUE' 15 CAL. 6 (010.0. MOD 0.5 - BOU6A I NV I LLEA ROSEMARY BIONONIA GAPREOLATA 15 CAL. -7 MOD 0.5 GR055V I NE Z -� D15TIGT15 'RIVERS' 15 GAL. -7 MOD 0.5 @ RUELLA BRITTONIANA 'KATIE' S GAL. 6 2' O.G. MOD 0.5 ROYAL TRUMPET VINE MEX I CAN PETUNIA 6EL5EM I UM 5EMPERV I BENS 15 CAL. 8 MOD 0.5 CAROLINA JESSAMINE STIPA TENU1551MA 5 CAL. 2 510.0. MOD 0.5 C -� 6REW 1 A OCC I DENTAL 15 - ESPAL I AR 15 GAL. I MOD 0.5 MEX I CAN FEATHER 5RA55 GROSS BERRY T LONICERA JAPONICA 'HALL IANA' 15 GAL. 7 MOD 0.5 ♦ YUCCA REGURVIFOLIA 15 6AL. 4 510.0. LOW 0.2 HALL'5 HONEYSUCKLE CURVE—LEAF YUCCA g - XYL05MA C. 'GOMPACTA' 15 CAL. S -�' O G. MOD 0.5 • COMPACT XYL05MA W J Q C� Z 3 O 0 O0 °* N = 30 � a� od o O G a 0 .. N ZW SOIL AMENDMENT NOTE W NOTE: AT THE CONCLU51 ON OF ROUGH GRAD I N6 TREES, PLANTS, WALLS, 51 DEWALKS AND PERMANENT AN A&RONOM I C SOILS ANALYSIS SHALL STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, BE PREPARED BY THE CONTRACTOR AND INSTALLED OR BUILT IN CVWD AND USER EASEMENTS & H = W FURN 1 SHED TO THE LANDSCAPE ARCHITECT OR R 16HT-OF-WAY WITHOUT FIRST OBTA I N I N6 AND X AND THE CITY OF PALM DESERT ENCROACHMENT PERMIT FROM CVWD. R <VtJ INSPECTOR FOR THEIR REVIEW AND a APPROVAL. THE CONTRACTOR SHALL NOTE: �- INSTALL ONLY THE SO 1 L AMENDMENTS NO TREES SHALL 5E PLANTED WITHIN NOTE: G.V.W.V. EASEMENT OR RIGHT-OF WAYS. SHM '� N RECOMMENDED BY THE SOIL TEBTI N6 LAB ALL INSTALLATION AND MAINTENANCE SHALL NOTE: MODELS / AND ONLY THOSE APPROVED BY THE MEET OR EXCEED THE CITY OF PALM DE5ERT'5 NO GONFLIGTING UTILITIES WITHIN PROJECT AREA. PLANTING LEGEND G I TY OF PALM DESERT LANDSCAPE "LOW WATER ORDINANCE" AND FOLLOW THE INSPECTOR. IN COMPLIANCE WITH MAINTENANCE SCHEDULE $ 6U I DEL I NE5 °E51GNO RH ORDINANCE I 51; PLANTS SHALL BE p i These laps have been reviewed by the Coachella Valley Rater District;n ESTABLISHED I N THE CITY TY OF PALM DESERTS ow+wN BAGKF I LLED WITH LOCALLY PRODUCED „ „ � p� T E R accordance with water Code Title 7,Division L Chapter 3..4rticle I U.8. Section M� DESERT FLORA MAINTENANCE 6U I DE, CURRENT 65597 et seq.requiring efficient landscape and irrigation design in cooperation v ith CffCM COMPOST FROM COACHELLA VALLEY the local governing agency(Gin or County)."Approval of this drawing bN CA\l D RH EDITION. staff does not constitute approval to encroach into district and i PSBR Rights-of-vk a%. COMPOST FACILITY OR GAL BI OMA5. O S T R ` G Trees,plants,walls,and permanent structure of any kind may not be planted or DAIS « I I-21-13 COMPOST QTY. AS FOLLOWS' installed in CVWD and USBR easements or right-of- ay xcithout first obtaining an encroachment permit from CVWD. " NO' 6169"14 G/TY OF PALM DESE)RT 1N5PE'GT/ON SCHEDULE NOTr I GALLON SHRUB I SHOVEL DATE RATER v1.ASAGE�IE\T DEPART�IE\T CAD r� REFER TO THE TITLE SHEET FOR THE CITY OF 5 GALLON SHRUB 2 SHOVELS SHM NWOM PALM DESERT'S INSPECTION SCHEDULE. 15 GALLON SHRUB 5 SHOVELS CVWD PLAN# DEVELOPNIENT SERVICE DEPARTMENT 24" BOX TREE 4 SHOVELS PL-1 56" BOX TREE 5 SHOVELS 14 OF 18 Srl-ffTS PLAN SET I'D" 11-21-13 WATER L I NE: P q ■ ASEO DES C TREES WITH DASHED BOX ARE TEMPORARY ■ C / E REMOVED AT MODEL ■ t PR Vq T �� BUILD-OUT. GONT WATER LINE ■ E STREET TEMPORARY TREE5 I N THEIR BOXES A PARTN9tS,W_ 50 THEY CAN BE TRANSPLANTED INTO L4NDSCMMCHrITM SEE PRODUCTION LANDSCAPE AN5 FUTURE PHASES OR RESOLD TO THE NURSERY. 34W C OA6r HK2F WAY,SUfiE 200 DMA K*fr,t�vtflOL 9a29 ■ 00 443-U* FAX 00"3-UM - ----_ IDSCA ■ ' \\ - - - �� �"*. �>,� •fie.*-^- ® ��c.� • ►Aurph PF 9 N2■ ,;:;. {{ IRene.d Oats Date�7 P ■ i i I t ,,1 HVAC These drawings and/or h HVAC �I ■ I ', ` l, ,. ,. - -. : _.... ',,_ .: >: s ., accompanying are the exclusive grope of ■ .::, Forsum Summers & Mud h r � Inc. and their use and pubG— ! /; I cation shall be restricted to the I t original site for which they 1 _ were prepared. Re—use. re ro— P Po P duction or publication by an ' J — method, in whole or port. is ■ II �' 8 r i prohibited except by written ■ o 4 ) ^` permission from Forsum/ 9 i i ✓� ` -1 Summers & Murphy, Inc. 1 ) o x..: ° __ I I L I n _ I 1 I ■ 1 I`'� I -� t - f 0 r 1 F+ 24 x60 I I ( 6) r rr i'1'1 0E 1 SALES TRAIL o °0° I I PAD=159.10 1 I �--- Cn o o FF=159.10 ITI 0 ® (4 .. ,I 1 a > l ® o ! I ° I I + I m J I 1 t7tj 0 L I 7 I I � - I Ir rn o L ILL LOT 84 J (3 6 -� TEMPORARY Z � PLAN 1 C , ' ._ {.,. LOT 83 (48) rn MODEL SITE I a I FF:O ` LOT 82 I� PLAN 2A PE.O \ PLAN 3B FF:O J FF:o PE o ARKING LOT VAN HANDICAP t.. ■■ ■■ . ■,■■ ■■ ■■:■■ ■■ ■■ ■■ PE:O C ■: _J 8 ® t ' L 48) : I • ■ r L167 _ 00 SEE. PRODUCTION 1 RNDSCA -_P ANS ' o 00 c., J .; r—� ---__--- r O 1 V EQ1-`- �� o O V i� } \ �4 j TRANS-.. -- - - (3 F l FORMER Z L , ; SEWER LINE d� 3 O PASEO DIVERTIDO n c (PRIVATE STREET) o o N " " WATER LINE SOIL AMEN M AT THE CONCLUSION OF ROUGH GRADING ALL PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO DELIVERY. CONTRACTOR NOTE: N AC�RONOMIG SOILS ANALYSIS SHALL SHALL PROVIDE LANDSCAPE ARCHITECT WITH PHOTOGRAPH5 AND SPECIFICATIONS OF MATERIAL RECOMMENDED Z S A A PREPARED THE CONTRACTOR AND TO BE PURCHASED BY THE CONTRACTOR. FOR ALL TREES ABOVE 56" BOX, CONTRACTOR SHALL PROVIDE CONTRACTOR SHALL INCLUDE 2 LOW VOLTAGE L 1CGHT5 o 0 PHOTO OF EACH SPECIMEN. FOR ALL TREES / SHRUBS 24" BOX AND UNDER, CONTRACTOR MAY SUBMIT A PER MODEL. W 2 FURNISHED TO THE LANDSCAPE ARCHITECT "REPRESENTATIVE" PHOTOGRAPH. LAN05CAPE ARCHITECT RESERVES THE RIGHT TO REJECT MATERIAL NOTE: IL I AND THE CITY OF PALM DESERT DELIVERY TO THE SITE NOT PREVIOUSLY APPROVED, OR NOT REPRESENTATIVE OF THE APPROVED W PHOTOGRAPH5. TREES, PLANTS, WALLS, 51 DEWALKS AND PERMANENT INSPECTOR FOR THEIR REVIEW AND ALL PHOTOGRAPHS SHALL CONTAIN A PERSON OR MEA5UREING POLE, AND FRAME THE ENTIRE TREE / SHRUB. STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, Y APPROVAL. THE CONTRACTOR SHALL SPECIFICATIONS SHALL ADDRESS CALIPER, HEIGTH 4 WIDTH OF TREE / SHRUB. INSTALLED OR BUILT IN CVWD AND USER EASEMENTS ~ INSTALL ONLY THE SOIL AMENDMENTS ONLY PLANTS WITH STRONG TRUNKS, GOOD BRANCH CONFIGURATION AND INTACT LOWER BRANCHES WILL BE NOTE : 21 3 RECOMMENDED BY THE SO 1 L TE5T1 NG LAB ACCEPTED. G G /� I T OR R 1 GHT—OF—WAY WITHOUT FIRST OBTAINING AND = W / AND ONLY THOSE APPROVED BY THE ALL PLANT MATERIAL SHALL MEET THE AMERICAN NURSERY STANDARD AN51 500 AND ARIZONA NURSERY 15A JEE JEETL- IFOR PLI�I� I I � ENCROACHMENT PERMIT FROM CVWD. C 1 TY OF PALM DESERT LANDSCAPE STANDARDS. L E G E ND NOTE: V W INSPECTOR. IN COMPLIANCE WITH REGARDLESS OF PREVIOUS LANDSCAPE ARCHITECT OR OWNER APPROVALS: THE CITY OF PALM DESERT 1J NO TREES SHALL BE PLANTED WITHIN S ORDINANCE 1551; PLANTS SHALL BE LAND50APE INSPECTOR AND MANAGER RESERVES THE RIGHT TO REJECT ANY AND ALL PLANT MATERIAL. C.V.W.D. EASEMENT OR RIGHT-OF WAYS. BACKF I LLED WITH LOCALLY PRODUCED NOTE, SHM DESCRU91ON COMPOST FROM COACHELLA VALLEY NOTE: NO CONFLICTING UTILITIES WITHIN PROJECT AREA. TREE PLANTING COMPOST FACILITY OR GAL B I OMAS. ALL INSTALLATION AND MAINTENANCE SHALL PLAN COMPOST QTY. AS FOLLOWS: MEET OR EXCEED THE CITY OF PALM DESERT 15 "LOW WATER ORDINANCE" AND FOLLOW THE DBK NM RH GALLON SHRUB I SHOVEL MAINTENANCE SCHEDULE $ GUI DEL I NF-5 These plans have been reviewed by the Coachella Valley Water District in A DR T E accordance with Water Code Title 7.Division 1.Chapter 3.Article 10.8.Section AWN MJ 5 GALLON SHRUB 2 SHOVELS ESTABLISHED IN THE CITY OF PALM DESERTSr R 65597 et seq.requiring efficient landscape and irrigation design in cooperation v.ith 15 GALLON SHRUB S SHO\/EL5 "DESERT FLORA" MAINTENANCE GUIDE, CURRENT the local does notconstitute ppro�aloto encroach into d al t and tUSBIR R6?hts ofAk a\. ° RH O Trees,plants,walls,and permanent structure of any kind may not be planted or DATE 24 BOX TREE 4 SHOVELS EDITION. S T R G installed in CVWD and USBR easements or right-of-wad \%ithout fir obtaining an I I—�I-13 5r� BOX TREE 5 SHOVELS ELS encroachment permit from CVXk'D. )06 Na 6169'74 G/TY Or PALM VE5,ER7' SCALE : 111 = 1 O 1 CAD FU INSPECT/ON SCHEDULE N07 DATE WATER�1AtiAGE11E\T DEP.�RT�fE\T JiF REFER TO THE TITLE 5HEET FOR THE CITY OF PALM DE5ERT'5 IN5PECTION 50HEDULE. CVWD PLAN# DEVELOPMENT SERVICE DEPART\IE\T r r TPENIII1 O 20, ., NORTH 15 OF 15 7"__M PLAN SET "D" 11-21-13 l ■ • ®El PASEO DEL ALL SHRUBS NOTED ON TH15 PLAN OUT5IDE OF REAR ■ C ® ® (PRIVATE OR'gZO WA LINE ■ N YA AL PRODUCTION ARE ATE S TR TEMPORARY AND TO BE REMOVED AT MODEL BUILD EET� AND SOLD BACK TO THE NURSERY OR USED IN FUTURE it PMTH9L%W_ ■ ® R-AN5PHASES. 34W 00v sr�Y s�200 SEE PRODUCTI ON LANDSCAPE D*iA roar,Cx.PORW SNO ■ 4431W FAX 4411631 it 1 o 7-31-14 Ramrd Date ■ s ty _ : - ♦ a I ♦ � -1113 ll- I L. ■ LEI OFF AL IF ■ i � __. �. "`` - - - C ............. CJ t f , ;..... f -t> :. : .::::...... i These drawings and/or the ® 9 / ■ , 1 accompanying specifications L�, are the exclusive property of t --✓^_ A: Forsum/Summers 6c Murphy. Inc. and their use and pubG ■ o o �o. r I cation shall be restricted to the y , ......... original site for which they ■ O were prepared. Re-use, repro-, ■ ,, ® duction or publication by any method, in whole or part, is .................. �h r i prohibited except by written IT ermission from Forsum/ ■ (p 1 Summers & Murphy, Inc. ■ o o �- I ■ 0 o • ., o 24'x60' rr— ,' 0 SALES TRAIL I , ' iT1 I ° I PAD=159.10 I1 1 Cn o7 ❑ ❑ ® I FF-159.10 o .......... o ........ ..... I � Z N 0 ' F 1 CIO 0 LOT84 I .. TEMPORARY PLAN 1C `mil " MODEL SITE '�J i I M LOT82 LOT 83 FF:O PLAN 2A , PE:O x PLAN 36 ^ FF.0 , ■I■■I ■■I■■I■■I■■I■■I■■I■■I■■, FF:O ® ® PE:O PARKIN LOT . � FQ PE:O ■ ( - ■ IJ HIM ■ o■ L"� ■ I OUj r\ ♦4111, _ cc TRANS- ° Z ° 0 O V SEWER L I NE W 3 0 PASEO DIVERTIDO a� c PRIVATE STREET o o N " WATER LINE 501 L AME D E 0 NOTE : AT THE CONCLUSION OF ROUGH GRADING ALL PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO DELIVERY. CONTRACTOR NOTE : Z S¢ AN AGRONOMIC 501L5 ANALYSIS SHALL SHALL PROVIDE LANDSCAPE ARCHITECT WITH PHOTOGRAPHS AND SPECIFICATIONS OF MATERIAL RECOMMENDED ` Z BE PREPARED BY THE CONTRACTOR AND TO BE PURCHASED BY THE CONTRACTOR. FOR ALL TREES ABOVE 56" BOX, CONTRACTOR SHALL PROVIDE O¢ PHOTO OF EACH SPEC I MEN. FOR ALL TREES / SHRUBS 24 BOX AND UNDER, CONTRACTOR MAY SUBMIT ASEE �J- T — I 0 N T I NOTE: Wa 2 FURNISHED TO THE LANDSCAPE ARCHITECT "REPRESENTATIVE" PHOTOGRAPH. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT MATERIAL TREES, PLANTS WALLS, SIDEWALKS AND PERMANENT AND THE CITY OF PALM DESERT DELIVERY TO THE SITE NOT PREVIOUSLY APPROVED, OR NOT REPRESENTATIVE OF THE APPROVED LEGEND U1 PHOT06RAPHS. STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, W INSPECTOR FOR THEIR REVIEW AND ALL PHOTOGRAPHS SHALL CONTAIN A PERSON OR MEASUREIN6 POLE, AND FRAME THE ENTIRE TREE / SHRUB. INSTALLED OR BUILT IN CVWD AND USBR EASEMENTS Y APPROVAL. THE CONTRACTOR SHALL SPECIFICATIONS SHALL ADDRESS CALIPER, HEIGTH 4 WIDTH OF TREE / SHRUB. .0~ INSTALL ONLY THE SO 1 L AMENDMENTS ONLY PLANTS WITH 5TRON6 TRUNK5, GOOD BRANCH CONFIGURATION AND INTACT LOWER BRANCHES WILL BE OR RIGHT-OF-WAY WITHOUT FIRST OBTAINING AND <0 RECOMMENDED BY THE SOIL TESTING LAB ACCEPTED. NOTE: ENCROACHMENT PERMIT FROM CVWD. _ / AND ONLY THOSE APPROVED BY THE ALL PLANT MATERIAL SHALL MEET THE AMERICAN NURSERY STANDARD AN51 500 AND ARIZONA NUR5ERY 15A ALL INSTALLATION AND MAINTENANCE SHALL T CITY OF PALM DESERT LANDSCAPE STANDARDS. MEET OR EXCEED THE CITY OF PALM DE5ERT'5 NOTE: W Html ID INSPECTOR. IN COMPLIANCE W ITH "LOW WATER ORDINANCE" AND FOLLOW THE NO TREES SHALL BE PLANTED WITHIN 0 REGARDLE55 OF PREVIOUS LANDSCAPE ARCHITECT OR OWNER APPROVALS THE CITY OF PALM DESERT C.V.W.D. EASEMENT OR RIGHT-OF WAY5. 0 M V a ORDINANCE 1551; PLANTS SHALL BE LANDSCAPE INSPECTOR AND MANAGER RESERVES THE RIGHT TO REJECT ANY AND ALL PLANT MATERIAL. MAINTENANCE SCHEDULE 4 GUI DEL I NE5 BACKF I LLED WITH LOCALLY PRODUCED ESTABL 15HED IN THE CITY OF PALM DESER7'5 NOTE: SHET DES(199110N COMPOST FROM COACHELLA VALLEY "DESERT FLORA" MAINTENANCE GUIDE, CURRENT NO CONFLICTING UTILITIES WITHIN PROJECT AREA. SHRUB PLANTING COMPOST FACILITY OR GAL BIOMAS. EDITION. PLAN COMPOST aTY. AS FOLLOWS: DESKM RH GALLON SHRUB I SHOVEL These plans have been reviewed by the Coachella Valley Water District in A T E accordance with Water Code Title 7. Division 1.Chapter 3.Article 10-8. Section DRAWN 5 GALLON SHRUB 2 SHOVELS R 65597 et seq.requiring efficient landscape and irrigation design in cooperation ith 5 GALLON SHRUB 3 SHOVELS the local governing agency(City or County)."Approval of this dra\cing by C\Al D CHECK® RH staff does not constitute approval to encroach into district and USBR Rights-of-A a�.. 24" BOX TREE 4 SHOVELS O S T R , G Trees,plants,walls,and permanent structure of am kind ma\ not be planted or DATE 11-21-15 installed in CVWD and USBR easements or right-of-wad without first obtaining an 36 BOX TREE 5 SHOVELS encroachment permit from CVWD" )06 NO. 616q"14 CITK Or PALM L2F5FRr SCALE : I " = 10 ' CAD FU /N5F'EGT/ON 5GHEVULF NOTE DATE WATER tilA\.AGE�1E\T DEPART\tE\T SHM NU REFER TO THE TITLE 5HEET FOR THE CITY OF PALM DE5ERT'5 INSPECTION SCHEDULE. CVWD PLAN# DE%'ELOP\tE\T SERVICE DEPART\IE\T 2O 3 NORTH 0 I6 OF 18 SINS PLAN SET "D" 11-21-13 l �J PREVAILING I. 'CINCH-TIE' BY V.I.T. CO. 2 ° WIND 12" Iv TIES TO BE INSTALLED AT PLAN LOCATIONS DETERMINED TO BEST SUPPORT THE a INDIVIDUAL FORM. 3 2. LODGEPOLE PINE STAKE x 12' LONG FOR R^V4RW1MUUW A PARTHMS,NG ALL TREES. GUT-OFF LVO.ZcAff ARCHI I cM _ EXCESS STAKE TO MINIMIZE ��HKIIIWAY91.9111200 _ 4 I DAMAGE TO TREE. ( "3-u4b FAX""3'U 5 5. 2" COMPACTED LAYER DECOMP05ED GRANITE. REFER TO TREE PLANTING o� ll,, q pF PLAN FOR SPECIFICATION. Murpy} 9,Q TOP OF ROOT GROWN TO '�' � �o 6 BE AT FINAL GRADE. v •�` :— 'c��� -I I II -I I II III 4 4. FINAL GRADE 7 2 5 5. BAGKFILL- REFER TO Re OF ROOT BALL 501 L AMENDMENT NOTE Bakal Dot` X DIAMETER 6 II-ZI-19 oo� 6. PLANT PIT EXEGAVATION slgT I. SHRUB- REFER TO PLAN FOR TYPE 8 LOCATION F OF'CALtFD 2. 2" LAYER OF COMPACTED DECOMPOSED GRANITE- I '7 5 R D15TUR L _I REFER TO TREE PLANTING PLAN FOR SPECIFICATION. = I I I= . ISRT DBED NATIVE TOP OF ROOT GROWN TO BE AT FINAL GRADE. _I I I E. These drawings and/or the 5. FINAL GRADE I IT _I NOTE: accompanying specifications 4. BAGKFILL- REFER TO 501E AMENDMENT NOTE - are the exclusive property o, I I I I _ I _ MIN. TWO TIES (TOP d BOTTOM) Forsum/Summers do Murphy, 8 REQUIRED Inc. and their use and publi— _ _ cation Shall be restricted to the 5. PLANT PIT EXCAVATION I _I I WRAP STAKE TO FORM original site for which they 6. ROOTBALL FIGURE EIGHT. NAIL W/ (1) were nrepparrp publication bypro- 2 XDIAMETER GALV. NAIL THROUGH EACH duct any method, in whole or part, is -T. UNP15TURBED NATIVE 5UBGRADE OF ROOT BALL TIE INTO POLE. prohibited except by written ALL PLANT INSTALLATION SHALL MEET THE ALL PLANT INSTALLATION SHALL MEET THE permission from Forsum/ Summers & Murphy, Inc. CITY OF PALM DE5ERT'5 CURRENT INSTALLATION G I TY OF PALM DESERTS CURRENT INSTALLATION AND MAINTENANCE GUIDELINES. AND MAINTENANCE GUIDELINES. . 51 SHRUE3 FLANT I Nr.-.7 I TREE STA< I Nr,-7 o 5'-4' 5'-4' 5'-4' 5'-4' li ROW 5 O O dJ 2 f ��'VV�tVV NOTES: r Z ALL PALM TREES ARE TO BE Q Q ROW 2 O p— "BARE ROOT' AND MEET `JJ THE MINIMUM BRONW TRUNK 0. SPECIFICATION AS INDICATED ON PLAN. W ROW 1 O O 2' LAYER OF COMPACTED p 4 F- DEC-OMP05ED GRANITE- REFER N TO TREE PLAN FOR SPECIFICATION 2. TOP OF ROOTBALL TO BE I AT SAME ELEVATION AS 1. 5/5" 5TAINLE55 STEEL EYE 5CREW IN 5 z d DUG FROM FIELD. LEAD SHIELDS 0 2 5. ROOT BALL 2. 12 GA. GALVANIZED WIRE. SECURE VINE R 5 TO WIRE WITH NUR5ERYMAN'S TAPE w 4. FINAL GRADE 8 IL 4 5. FUTURE EYE 5GREW5 5. NATIVE SAND BAGKFILL O 4. ANGLE BACK TRUNK OF VINE TO WALL I 6. UNDESTURBED NATIVE 5UBGRADE AND REMOVE STAKE, SECURE TO WIRE =I 5 J 5. MA50NRY WALL —) I L 1I 1 I—I I I I=1 I I- Im NOTE: FOR 5 GALLON VINE, INSTALL ROW5 I AND 2. I_�11=1 1 11 11=1 ( 1=� 6 Z U cc � I IIIIII—III=1 I I ' Q � FOR 15 GALLON VINE, INSTALL ROW5 I, 2, AND 5. I I -1 �_ -I -1 1- J o TH15 DETAIL PERTAINS TO ALL FENCE/MA50NRY WALL5, CC Q ((j NOT BUILDING WALL5. VINES AT BUILDING WALLS TO 2 X DIAMETER 0 N BE ATTACHED TO WOOD TRELLIS. OF ROOT BALL d = 3 O W ALL PLANT INSTALLATION SHALL MEET THE ***ALL VINES TO BE DELIVERED STAKED"* CITY OF PALM DESERTS CURRENT INSTALLATION Z Cd AFTER PLANTING STAKES SHALL BE REMOVED AND MAINTENANCE GUIDELINES. 3 • cr O AND ATTACHED TO WIRE AS SHOWN. Q N a v 4 \/ I NE ATTA(f..,H1--1 NT 2 FALM FLANT I N(�7 SOIL AMENDMENT NOTE AT THE CONCLUSION OF ROUGH GRADING AN AGRONOMIC 501L5 ANALYSIS SHALL BE PREPARED BY THE CONTRACTOR AND F'MN15HED TO THE LANDSCAPE Z ap ¢ ARCHITECT AND THE CITY OF PALM DESERT INSPECTOR FOR THEIR REVIEW AND O APPROVAL. THE CONTRACTOR SHALL INSTALL ONLY THE 501L AMENDMENTS 01 1rL RECOMMENDED BY THE 501L TESTING LAB / AND ONLY TH05E APPROVED BY THE IL CITY OF PALM DESERT LANDSCAPE INSPECTOR. IN COMPLIANCE WITH co ORDINANCE 1551; PLANTS SHALL BE BACKFILLED WITH LOCALLY PRODUCED u COMP05T FORM COACHELLA VALLEY COMPOST FACILITY OR GAL BIOMA5. 1W� COMPOST OTY. AS FOLLOW5: :Id N W I GALLON SHRUB I SHOVEL 5 GALLON SHRUB 2 SHOVELS =co 15 GALLON SHRUB 5 SHOVELS CL O 24" BOX TREE 4 SHOVELS 0 H U. _ 56" BOX TREE 5 SHOVELS 0 O C NOTE aa►� NOTE: EET D N TREE5, PLANTS, WALLS, 51DEWALK5 AND PERMANENT STRUCTURES OF ANY KIND 5HALL NOT BE PLANTED, INSTALLED OR BUILT IN CVWD AND U5BR EA5EMENT5 PLANTING OR RIGHT-OF-WAY WITHOUT FIRST OBTAINING AND ENCROACHMENT PERMIT FRO DETAILS GVWD. DFSK NM RH These plans have been reviewed by the Coachella Valle}-Water District in A T accordance with Water Code Title 7,Division 1.Chapter 3. Article 10.8. Section DRAWN MJ R 65597 et seq.requiring efficient landscape and irrigation design in cooperation xt ith the local governing agency(City or County)."Approval of this drawing b\ C\-NI-D ACM RH staff does not constitute approval to encroach into district and USBR Rights-of-Wa\ DATE O S t G Trees,plants,walls,and permanent structure of any kind may not be planted or 11-21-15 T R installed in CVWD and USBR easements or right-of-x%ay x%ithout first obtaining an G/TY O� PALM DFS�RT encroachment permit from C��'V4'D. � �' 6Ibq 74 CAL) FLE WSIEGT/ON SGHEAVULE NOTF DATE WATER MANAGEMENT DEPART\lE\T SHEET NUMBet REFER TO THE TITLE SHEET FOR THE CITY OF PALM DE5ERT'S INSPECTION SCHEDULE. cvwD PLAN# DEVELOPMENT SERVICE DEPART\tE\T PDml I1 OF 18 SHEETS j PLAN SET "D" 11-21-13 j GENERAL MAINTENANCE REQUIREMENTS I. GENERAL SITE PLANNING II. GENERAL NOTES AT THE GONCW510N OF ROUGH 6RAVIN&, AN AGRONOMIC SOILS ANALY515 SHALL 5E A. Glean-Up I. The Contractor shall maintain duringinstallation number d PREPARED 5Y THE OWNER AND FURNISHED TO THE CITY OF PALM DESERT FOR THEIR REVIEW on a Sufficient numer o men an AND APPROVAL. THE IN5TALLIN& CONTRACTOR 5HALL IN5TALL ONLY TH05E 501L adequate equipment to perform the work herein specified. All maintenance work AMENDMENTS AND FERTILIZER5 AS APPROVED 5Y THE CITY OF PALM DESERT LANDSCAPE 1. After all installation operations have been completed, remove all shall meet or exceed the the City of Palm Desert's "Low Water Ordinance"; and 5PECIALI5T. rubbish, excess soil, empty plant containers and trash from the site daily. follow the maintenance schedule 4 guidelines established in the city of Palm All scars, ruts or other marks in the area caused by this work shall be G W Desert's "Desert Flora" Maintenance uide current edition; and the CVWD repaired YVeed Control for planting Areas (Except Slopes) repaired and the ground left in a neat, orderly condition. Leave site in landscape / irrigation maintenance requirements and standards. I. Remove all existin weeds from site. broom-clean condition at the end of each working day. Sweep all All tree and plant pruning shall be performed by a licensed arborist and a G2"1 g paved areas, including walks and patios, upon completion of ail work. LV licensed landscape contractor and meet AN51 A500 practices. ON"PCKT,Gq§01I 9" 2. Install irrigation. +43•%* FNt t9 443-UM On going maintenance after turnover to the homeowners association or an individual homeowner shall meet the following minimum requirements. 3. A State of California Licensed pest control applicator shall apply systemic B. Maintenance weed killer to all proposed planting areas per manufacturer's specifications. o V_p,,NDSCApe WEEKLY BASIS: 1. The Contractor shall maintain during installation a sufficient number of ���c� Murphy q,Qc 1) Irrigation system shall be visually inspected while routine weekly maintenance is workers and adequate equipment to perform the work herein specified. \h ,��� �C) being performed. Contractor shall look for and repair broken nozzles, drip all maintenance work shall meet or exceed the the City of Palm Desert's W -_ �= 0 emitters, leaking valves and broken lateral lines. Repairs shall be made "Low water ordinance"; and follow the maintenance schedule d guidelines 4 Immediately with exact replacement parts. established in the City of Palm De5ert'5 "Desert Flora" 7-31-14 B. Soil Preparation 4 Finish Grading Maintenance Guide, current edition. * 1-M 2) Lawns to be mowed s� oa �P I. Rough grade: Site to be received by Landscape Contractor to within �TFOF CALIFo�� 3) Trees and Shrubs obstructing views, sidewalks or brushing against buildings shall 1/10 foot plus or minus by owner based upon Civil Engineer's grading plan. be pruned. 2. After all work has been completed, inspected and accepted, all areas 2. Finish grade: Finish grading to consist of grading, raking and hand work will be maintained for a period of ninety (90) calendar days or as long 4) All landscape areas shall be reviewed for fungus and pest infestations. necessary to achieve desired contour and flow line patterns, based as is necessary to establish thriving trees, vines 4 shrubs. These drawings and/or the contractor shall treat accordingly upon Civil Engineer's plans, resulting in evenly finished surfaces free of accompanying specifications are the exclusive property of debris and litter. 3. Kee all areas eed-free, adequately watered, and neat Forsum/Summers & Murphy, p w q y Inc. and their use and publi- 5) Decomposed granite shall be raked , compacted and maintained in a neat for the ninety MO) day period. Remove all debris from site and keep cation shall be restricted to the condition. 3. Shape mounds as shown On the tree planting plans. the entire site broom-clean. original site for which they Contractor to import soil necessary to attain design grades and berms. were prepared. Re-use, repro- (b) Dead leaf debris and spent blooms to be removed from plants and planting All import soil shall be free of weeds, debris, and Shall be duction or publication by any 4. Damage to any planted area shall be repaired immediately. Depressions method, in whole or part, is beds. similar to existing site soils in texture, type and chemical analysis. prohibited except by written caused b vehicles or foot traffic shall be filled w(th topsoil, leveled y p � permission from -orsum/ Finish grading shall be free of depressions or high spots, to provide and replanted. Exterminate gophers, moles and repair damage. Summers & Murphy. Inc. -1) Dead / dying plants shall be identified and a determination made If the plant(s) smooth and even surfaces for proper drainage. Final grade shall be Decomposed granite shall be replaced as needed. need specialized corrective care or replacement. Those plants that require I below walk/top of curb. Remove from the site all stones over 2�� in Supplemental care or watering shall receive the necessary corrective action at the size. t' time intervention is deemed necessary. Plants that are dead shall be removed and 5. The project shall be so cared for that a neat, clean condition will be replaced with a like plant unless the contractor determines the plant should be 4. Top dress all gshrub areas with a 2 layer of compacted decomposed granite. replaced with a different specie or not replaced at all. Corrective action / Refer to the "Tree Planting Plans" for material specification. presented at all times to the satisfaction the Owner and Landscape Architect. The Landscape Contractor shall be expected to make a replacement recommendation shall be reviewed and approved by the Association minimum of one weekly visit for maintenance purposes. property manager or the home owner prior to execution. At no time should any plant or tree that is identified as a potential danger to persons or property be left in place. Corrective action for damaged plants that can be of a hazard shall C. Planting 6. The Contractor shall request a final site visit seven (1) days prior to the be corrected, removed or replaced at the moment the hazard is identified. end of the maintenance period. This request shall be written and Plant trees, vines and shrubs as called for where indicated on directed to the Owner and the Landscape Architect. Upon written MONTHLY BA515: Planting Plans and as detailed on Planting Detail sheet. acceptance of the project, the Contractor shall be relieved of any Z further maintenance. O This work is to be performed in addition to weekly maintenance. Plant substitutions are not permitted. Any modification or substitution H 1) Contractor shall run each irrigation valve to check for proper irrigation to these plans shall be approved by the City of Palm Desert prior to execution. 2: coverage and system operation. leaky valves, broken heads, nozzles and pipes C. Guarantee shall be corrected Immediately with "like" replacement parts. Stake only those trees needed as detailed on Planting Detail Sheet. 0 2) Contractor shall review w All plant installations shall be guaranteed to live and grow to a period ofatering times and make necessary adjustment to insure ninety (q0) days after installation and acceptance by the Owner. 0< areas are not being over Or under watered. Trees shall be guaranteed for one year. Any material that falls to grow through the specified maintenance and guarantee period shall be replaced 3) Spray planting beds for weeds such as Nutsedge, Bermuda, Milkweed and by the Contractor at no cost to the Owner. Bindweed. QUARTERLY BASI5: D. Observation p This work is to be performed in addition to weekly and monthly maintenance. r D. Plant Purchases I. Observation visits specified herein shall be made by the Landscape m 1) Contractor shall conduct a detailed project walk. A written summary shall be Architect or his representative. The contractor shall request prepared and submitted to the Association manager or homeowner. The summary ALL PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE observation at least two (2) working days in advance of the time that the 03 shall be specific and identify/ make recommendations for items that need ARCHITECT PRIOR TO DELIVERY. CONTRACTOR SHALL PROVIDE observation is requested. W corrective action above and beyond the specified monthly and weekly maintenance. LANDSCAPE ARCHITECT WITH PHOTOGRAPHS AND SPECIFICATIONS J The summary shall Include recommendations for pest control, fertilizing, mulching, OF MATERIAL RECOMMENDED TO BE PURCHASED BY THE 2. Observation visits are suggested for the following parts of the work: overseeding, equipment replacements, as well as plant specific issues and concerns CONTRACTOR. FOR ALL TREES ABOVE 36" BOX, CONTRACTOR . The summary shall list recommendations / options and identify when such SHALL PROVIDE PHOTO OF EACH SPECIMEN. FOR ALL TREES / a. Upon completion of grading and soil conditioning prior to planting. Z corrective actions need to take place. SHRUBS 24" BOX AND UNDER, CONTRACTOR MAY SUBMIT A 0 O "REPRESENTATIVE" PHOTOGRAPH. LANDSCAPE ARCHITECT b. When trees are spotted for planting, but before planting holes are BIANNUAL 5A515: excavated. ~ p � RESERVES THE RIGHT TO REJECT MATERIAL DELIVERY TO THE SITE � V This work is to be performed in addition to weekly monthly and quarterly NOT PREVIOUSLY APPROVED, OR NOT REPRESENTATIVE OF THE 0 < N maintenance. APPROVED PHOTOGRAPHS. c. Written acceptance of the project to release the Contractor from W 3: O further maintenance shall occur after Final Observation with the Owner 1) The contractor, property manager or homeowner shall walk the property. Issues REGARDLESS OF PREVIOUS LANDSCAPE ARCHITECT OR OWNER or his representative at the end of the maintenance period. lad $ Q 'p related to continual problems such as pests, plants dying, maintenance challenges, APPROVALS: THE CITY OF PALM DESERT LANDSCAPE INSPECTOR O 0 n V equipment problems in addition to specific problem trees or plants shall be RESERVES THE RIGHT TO REJECT ANY AND ALL PLANT MATERIAL. reviewed and correction actions taken. 2) All trees to be reviewed and evaluated. Trees / plants that are of problematic E. Verification of Dimensions form, size, shape or have foreseen rooting or breakage concerns shall be identified and corrective action plan is to be established. This plan shall include I. All scaled dimensions are approximate. Before proceeding with any work, recommendations of removal with replacement of like specie, removal and the Contractor shall carefully check and verify all dimensions and replacement with different Specie or removal without replacement. E. Plant Deliveries quantities, and shall immediately notify the Landscape Architect of any N discrepancy between the drawings and/or specifications and actual ANNUAL BASIS: I. The contractor shall coordinate plant deliveries with the Landscape conditions. No work shall be done in any area where there is such a Z e This work is to be performed in addition to week) , monthly, quarterly and biannual discrepancy until approval for same has been given the Landscape p y y q y Architect. The contractor shall provide minimum 'i2 hour advance notice of i' y pp 9O maintenance. CL.Architect IL plant deliveries permitting Landscape Architect ample time to also notify a the City of Palm Desert landscape inspector of plant delivery dates and I» 1) Property Manager and contractor shall meet on site with association board times. F. Utilities W members to review, discuss and modify these minimal continuing maintenance guidelines and requirements. These guidelines shall be considered as minimum 2. The landscape contractor is obligated to insure plants loaded on deliver p 9 p y I. The Contractor shall be responsible for verifying the location of all Y ti requirements. The parties may agree to strengthen these requirements but shall trucks prior to site deliver are those plants previously approved b the p y g J IW not lessen an of these maintenance requirements. p y p p y pp y underground utility lines prior to any construction, so that proper �� o y q Landscape Architect and the City of Palm Desert Landscape Inspector. precautions may be taken not to damage such lines and plant locations, 3 � 2W promptly notify the Landscape Architect who will arrange for relocations = 3. Any plants that are not those previously approved, or those that do not of one or the other. Failure to follow this procedure places upon the cc� U._ meet the minimum specifications established though the photograph and Contractor the responsibility for, at his own expense, making any and all ,i, Z U O -i specification submittal process shall not be loaded and delivered to the repairs for damages resulting from his work. im job site. �c 0 4. Any plants damaged during loading transportation or off loading shall be CONTRACTOR QUALIFICATION NOTE: SHEET DESCIR6110N replaced. Damage is deflned and may include but is not limited to trunk ALL LANDSCAPE CONTRACTORS SHALL BE CALIFORNIA LICENSED C-21 scaring, broken limbs, defoliation and wind burn. The Landscape Architect ALL CONCRETE CONTRACTORS SHALL BE CALIFORNIA LICENSED C-8 PLANTING and the City of Palm Desert Landscape inspector reserve the right to ALL MA50NRY CONTRACTORS SHALL BE CALIFORNIA LICENSED C-241 SPECIFICATIONS reject any 4 all plant material. DESKNM SMP These plans have been reviewed by the Coachella%'alley Water District in A T E R accordance with Water Code Title 7.Division 1.Chapter 3.Article 10.8. Section DRAWN SMP 65597 et seq.requiring efficient landscape and irrigation design in cooperation .x ith C/TY OF PALM DESERT F. Plant Storage the local governing agency(City or County)."Approval of this drax%ing by CVWD C>FIECIM SMP INSPECT/ON 5CHEVULF NOTE staff does not constitute approval to encroach into district and L SBR Rights-ofAk a\. DATE I. Prior to plant deliveries, the contractor shall establish a staging area O S T R t G ( Trees,plants,walls,and permanent structure of any kind may not be planted or I I-21-13 w G adjacent deliveries are to be received. This staging area shall be ad acent installed in CVWD andtSBR easements or right-of-way without first obtaining an PALM DESERT'S INSPECTION SCHEDULE. REFER TO THE TITLE SHEET FOR THE CITY OF to the installation area however away from heavy Construction and encroachment permit from CVWD. !OB NO. 6169'74 equipment that may cause damage. DATE WATER MANAGE.\1F\T DEPARTMENT CAD FU 2. The contractor shall provide manpower as needed to adequately maintain SHEET NUMBER plants located in the staging area. This includes but 15 not limited to hand CVWD PLAN# DEVELOPMENT SER\-ICE DEPARTNIE\T watering, protection from wind or other damage and theft. P NS FLANT INC-; SFEC.,, F I �AT 101 VS IS OF 18 SINS PLAN SET "D" 11-21-13